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GREENgirt SPAN TABLES PREFACE Well, I’ve never really seen an introduction written for span tables before; however, given that the following span tables are unique in the fact that they are for composite subframing, perhaps an intro is warranted. These span tables are essentially a subset of our in-house reference guide for standard assemblies using GREENgirt®. If you’re not familiar with GREENgirt, it is a steel and fiber reinforced polymer subframing member – think metal Z-girt, but much better. Basically, it’s an insulated subframing component – it allows you to attach cladding to a building without a thermal Waterloo. GREENgirt is made of steel and FRP, components that have been proven in the construction industry since the ‘60s. However, we have combined them into a product with modern FEA design and light gauge framing concepts. This has resulted in a proven, disruptive, high-performance system. Refer to A2P’s website for further information including details and testing for air/water/fire, etc. – we’ve got you covered. In a nutshell, you’ll see an insulated composite product engineered to have the approximate tensile strength of steel in all three dimensions (which is unique for a composite), a lower E value, and a relatively higher yield point. This creates the bulk of values in the span chart that are limited by deflection. Obviously, this a nice change from working with steel. Unfortunately, we can’t cram everything into this guide. We’ve still got more design guides with the “good stuff” in-house for the more unusual applications, but this guide should cover 80-90% of applications. Give our engineering department a call or email if you need further information. The following span tables are a result of old-school, long-hand calcs, experiential validation, and more than 20,000 FEA simulations, compliant with proven ASCE and ACMA standards, all validated by third- party PEs and PhDs. Unlike simple span tables, these calculations accommodate dead loads, eccentric dead load, component live loads, fastener point loads, and wind loads. We have worked hard to provide the best usable information available from the best technology available. We’re excited to provide this information for this proven, innovative composite subframing. Cheers! Matt Krause

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Page 1: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

GREENgirt SPAN TABLES

PREFACE Well, I’ve never really seen an introduction written for span tables before; however, given that the following span tables are unique in the fact that they are for composite subframing, perhaps an intro is warranted. These span tables are essentially a subset of our in-house reference guide for standard assemblies using GREENgirt®. If you’re not familiar with GREENgirt, it is a steel and fiber reinforced polymer subframing member – think metal Z-girt, but much better. Basically, it’s an insulated subframing component – it allows you to attach cladding to a building without a thermal Waterloo. GREENgirt is made of steel and FRP, components that have been proven in the construction industry since the ‘60s. However, we have combined them into a product with modern FEA design and light gauge framing concepts. This has resulted in a proven, disruptive, high-performance system. Refer to A2P’s website for further information including details and testing for air/water/fire, etc. – we’ve got you covered. In a nutshell, you’ll see an insulated composite product engineered to have the approximate tensile strength of steel in all three dimensions (which is unique for a composite), a lower E value, and a relatively higher yield point. This creates the bulk of values in the span chart that are limited by deflection. Obviously, this a nice change from working with steel. Unfortunately, we can’t cram everything into this guide. We’ve still got more design guides with the “good stuff” in-house for the more unusual applications, but this guide should cover 80-90% of applications. Give our engineering department a call or email if you need further information. The following span tables are a result of old-school, long-hand calcs, experiential validation, and more than 20,000 FEA simulations, compliant with proven ASCE and ACMA standards, all validated by third-party PEs and PhDs. Unlike simple span tables, these calculations accommodate dead loads, eccentric dead load, component live loads, fastener point loads, and wind loads. We have worked hard to provide the best usable information available from the best technology available. We’re excited to provide this information for this proven, innovative composite subframing. Cheers! Matt Krause

Page 2: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

GREENgirt SPAN TABLES

INTRODUCTION To use the following sFRP GREENgirt structural span tables, a design wind load must be acquired for comparison to the table values. This can either be found on the project’s structural sheet as a components and cladding value or calculated using basic/ultimate wind speed, building height, exposure category, and importance factor (where applicable).

Also required are the GREENgirt size, the individual spacing between GREENgirt, and the stud spacing (where applicable). This information is often found in the project architectural drawings. The cladding category and weight are the final components required, and the cladding will fall into one of five categories: metal, flexible, brittle, plaster/stucco, or brick. See the table below.

Cladding Example Common Deflection Criteria Common Weight

Metal MCM, light gauge

metal panels L/90 1-3 PSF

Flexible Gypsum board L/120 2-3 PSF

Brittle HPL, fiber cement

panels L/240 3-8 PSF

Plaster/Stucco Terra cotta L/360 5-15 PSF

Brick Brick/stone L/600 10-40 PSF

To find the correct span table, first determine the orientation of GREENgirt (vertical or horizontal) and if metal sub-girts are attached. Next, use the GREENgirt depth (2”-6”) and cladding category to find the correct page. Find the maximum allowable wind load by using the cladding weight, GREENgirt spacing, and stud spacing to identify the correct row and column. If the specific value in the table is greater than the design wind load, the GREENgirt configuration should pass the deflection criteria, and pass in the allowable bending stress with a safety factor of four. If the specific value in the table is less than the design wind load or has an “X” in that space, the GREENgirt configuration will not meet the deflection criteria or pass in the allowable bending stress with a safety factor of four. In that case, the easiest solution is to lessen the GREENgirt spacing. If that is not possible, a reduction in GREENgirt depth and/or the addition of metal sub-girts may be necessary. If a cladding has a deflection criteria not included in the five cladding categories, or the GREENgirt spacing is different than the four options shown, use the nearest category or spacing that is more stringent. For example, if the deflection criteria is L/180, go to the brittle option with an L/240 deflection criteria. Interpolation will not work as the maximum allowable wind load does not always behave in a linear fashion.

These span tables are meant to be used as an aid, and do not constitute stamped engineering calculations. The user should check the suitability of every product for the particular application involved. The values in the span tables are based on installation of GREENgirt per A2P installation guides with typical uses for the product. Values may vary based on cantilevers, soffits, and other non-standard situations. Advanced Architectural Products is not responsible for the performance of studs, cladding, metal subframing, or other products not by A2P. A2P cannot account for all variations in the use of its product and consequently assumes no liability for the use of this information.

Page 3: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

Engineering Data Sheet: GREENgirt™ 200

Advanced Architectural Products, LLC • 959 Industrial Dr. • Allegan, MI 49010 • 269.355.1818 • www.GREENgirt.com

Section Properties of GREENgirt™ 200*

Profile Depth 2.00”

Area 0.79311 in2

Wall Flange Width (F1_w ) 1.785”

Outer Flange Width (F2_w) 1.485”

Embedded Spline Width 0.86”

Moments of Inertia Ix = 0.48173 in4 ; Iy = 0.35836 in4 ; Ixy = 0.31200 in4

Radii of Gyration rx = 0.77935” ; ry = 0.67219”

Centroid Location Bounding Box -X = -1.43934” ; +X = 1.42566” ; -Y = -0.95857” ; +Y = 1.04143”

Notes: Yield Stress : 30,000 psi ; Modulus of Elasticity : 2,500,000 psi *16 gauge galvanized steel inserts are not included in the above section properties

Steel insert*

Steel insert*

Section View Axonometric View

F2_w

F1_w

Page 4: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

Advanced Architectural Products, LLC • 959 Industrial Dr. • Allegan, MI 49010 • 269.355.1818 • www.GREENgirt.com

Engineering Data Sheet: GREENgirt™ 250

Section Properties of GREENgirt™ 250*

Profile Depth 2.50”

Area 0.84561 in2

Wall Flange Width (F1_w ) 1.785”

Outer Flange Width (F2_w) 1.485”

Embedded Spline Width 0.86”

Moments of Inertia Ix = 0.80735 in4 ; Iy = 0.35841 in4 ; Ixy = 0.39857 in4

Radii of Gyration rx = 0.97712” ; ry = 0.65104”

Centroid Location Bounding Box -X = -1.43891” ; +X = 1.42609” ; -Y = -1.20088” ; +Y = 1.29912”

Notes: Yield Stress : 30,000 psi ; Modulus of Elasticity : 2,500,000 psi *16 gauge galvanized steel inserts are not included in the above section properties

Steel insert*

Steel insert*

Section View Axonometric View

F2_w

F1_w

Page 5: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

Advanced Architectural Products, LLC • 959 Industrial Dr. • Allegan, MI 49010 • 269.355.1818 • www.GREENgirt.com

Engineering Data Sheet: GREENgirt™ 300

Section Properties of GREENgirt™ 300*

Profile Depth 3.00”

Area 0.89811 in2

Wall Flange Width (F1_w ) 1.785”

Outer Flange Width (F2_w) 1.485”

Embedded Spline Width 0.86”

Moments of Inertia Ix = 1.22901 in4 ; Iy = 0.35846 in4 ; Ixy = 0.48514 in4

Radii of Gyration rx = 1.1698” ; ry = 0.63176”

Centroid Location Bounding Box -X = -1.43853” ; +X = 1.42647” ; -Y = -1.44409” ; +Y = 1.55591”

Notes: Yield Stress : 30,000 psi ; Modulus of Elasticity : 2,500,000 psi *16 gauge galvanized steel inserts are not included in the above section properties

Steel insert*

Steel insert*

Section View Axonometric View

F2_w

F1_w

Page 6: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

Advanced Architectural Products, LLC • 959 Industrial Dr. • Allegan, MI 49010 • 269.355.1818 • www.GREENgirt.com

Engineering Data Sheet: GREENgirt™ 350

Section Properties of GREENgirt™ 350*

Profile Depth 3.50”

Area 0.95061 in2

Wall Flange Width (F1_w ) 1.785”

Outer Flange Width (F2_w) 1.485”

Embedded Spline Width 0.86”

Moments of Inertia Ix = 1.75331 in4 ; Iy = 0.35851 in4 ; Ixy = 0.57171 in4

Radii of Gyration rx = 1.35809” ; ry = 0.61411”

Centroid Location Bounding Box -X = -1.43853” ; +X = 1.42647” ; -Y = -1.69409” ; +Y = 1.80591”

Notes: Yield Stress : 30,000 psi ; Modulus of Elasticity : 2,500,000 psi *16 gauge galvanized steel inserts are not included in the above section properties

Steel insert*

Steel insert*

Section View Axonometric View

F2_w

F1_w

Page 7: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

Advanced Architectural Products, LLC • 959 Industrial Dr. • Allegan, MI 49010 • 269.355.1818 • www.GREENgirt.com

Engineering Data Sheet: GREENgirt™ 400

Section Properties of GREENgirt™ 400*

Profile Depth 4.00”

Area 1.00311 in2

Wall Flange Width (F1_w ) 1.785”

Outer Flange Width (F2_w) 1.485”

Embedded Spline Width 0.86”

Moments of Inertia Ix = 2.38673 in4 ; Iy = 0.35856 in4 ; Ixy = 0.65827 in4

Radii of Gyration rx = 1.54251” ; ry = 0.59787”

Centroid Location Bounding Box -X = -1.4379” ; +X = 1.4271” ; -Y = -1.93263” ; +Y = 2.06737”

Notes: Yield Stress : 30,000 psi ; Modulus of Elasticity : 2,500,000 psi *16 gauge galvanized steel inserts are not included in the above section properties

Axonometric View

Steel insert*

Steel insert*

Section View

F2_w

F1_w

Page 8: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

Advanced Architectural Products, LLC • 959 Industrial Dr. • Allegan, MI 49010 • 269.355.1818 • www.GREENgirt.com

Engineering Data Sheet: GREENgirt™ 450

Section Properties of GREENgirt™ 450*

Profile Depth 4.50”

Area 1.060 in2

Wall Flange Width (F1_w ) 1.785”

Outer Flange Width (F2_w) 1.485”

Embedded Spline Width 0.86”

Moments of Inertia Ix = 3.165 in4 ; Iy = 0.369 in4 ; Ixy = 0.760 in4

Radii of Gyration rx = 1.72796” ; ry = 0.59001”

Notes: Yield Stress : 30,000 psi ; Modulus of Elasticity : 2,500,000 psi *16 gauge galvanized steel inserts are not included in the above section properties

Axonometric View

Steel insert*

Steel insert*

Section View

F2_w

F1_w

Page 9: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

Advanced Architectural Products, LLC • 959 Industrial Dr. • Allegan, MI 49010 • 269.355.1818 • www.GREENgirt.com

Engineering Data Sheet: GREENgirt™ 500

Steel insert*

Steel insert*

Section View

Section Properties of GREENgirt™ 500*

Profile Depth 5.00”

Area 1.11 in2

Wall Flange Width (F1_w ) 1.785”

Outer Flange Width (F2_w) 1.485”

Embedded Spline Width 0.86”

Moments of Inertia Ix = 4.21 in4 ; Iy = 0.37 in4 ; Ixy = 0.85 in4

Radii of Gyration rx = 1.94751” ; ry = 0.577350”

Notes: Yield Stress : 30,000 psi ; Modulus of Elasticity : 2,500,000 psi *16 gauge galvanized steel inserts are not included in the above section properties

F1_w

F2_w

Axonometric View

Page 10: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

Advanced Architectural Products, LLC • 959 Industrial Dr. • Allegan, MI 49010 • 269.355.1818 • www.GREENgirt.com

Engineering Data Sheet: GREENgirt™ 550

Steel insert*

Steel insert*

Section View

Section Properties of GREENgirt™ 550*

Profile Depth 5.50”

Area 1.11 in2

Wall Flange Width (F1_w ) 1.785”

Outer Flange Width (F2_w) 1.485”

Embedded Spline Width 0.86”

Moments of Inertia Ix = 4.74108 in4 ; Iy = 0.32390 in4 ; Ixy = 0.81122 in4

Radii of Gyration rx = 2.07407” ; ry = 0.54211”

Notes: Yield Stress : 30,000 psi ; Modulus of Elasticity : 2,500,000 psi *16 gauge galvanized steel inserts are not included in the above section properties

F1_w

F2_w

Axonometric View

Page 11: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

Advanced Architectural Products, LLC • 959 Industrial Dr. • Allegan, MI 49010 • 269.355.1818 • www.GREENgirt.com

Engineering Data Sheet: GREENgirt™ 600

Steel insert*

Steel insert*

Section View

Section Properties of GREENgirt™ 600*

Profile Depth 6.00”

Area 1.1546 in2

Wall Flange Width (F1_w ) 1.785”

Outer Flange Width (F2_w) 1.485”

Embedded Spline Width 0.86”

Moments of Inertia Ix = 5.74885 in4 ; Iy = 0.32398 in4 ; Ixy = 0.88699 in4

Radii of Gyration rx = 2.23136” ; ry = 0.52971”

Notes: Yield Stress : 30,000 psi ; Modulus of Elasticity : 2,500,000 psi *16 gauge galvanized steel inserts are not included in the above section properties

F1_w

F2_w

Axonometric View

Page 12: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ200 - Walls Metal Formed Cladding Horizontal orientationDeflection criteria

Stud GreenGirt L/90(1) L/60(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 380 357 340 326 318 313 270

16 24 256 233 218 205 192 186 148

36 169 147 133 119 107 101 6748 126 106 93 79 66 58 6

16 247 222 198 184 164 155 115

24 24 165 142 123 106 90 80 39

36 110 84 70 51 36 20 X48 83 52 39 X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 13: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ200 - Walls Cladding with Flexible Finish Horizontal orientationDeflection criteria

Stud GreenGirt L/120(1) L/90(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 380 357 340 326 318 313 270

16 24 256 233 218 205 192 186 148

36 169 147 133 119 107 101 6748 126 106 93 79 66 58 6

16 247 222 198 184 164 155 115

24 24 165 142 123 106 90 80 39

36 110 84 70 51 36 20 X48 83 52 39 X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 14: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ200 - Walls Cladding with Brittle Finish Horizontal orientationDeflection criteria

Stud GreenGirt L/240(1) L/120(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 380 357 340 326 318 313 270

16 24 256 233 218 205 192 186 148

36 169 147 133 119 107 101 6748 126 106 93 79 66 58 6

16 247 222 198 184 164 155 115

24 24 165 142 123 106 90 80 39

36 110 84 70 51 36 20 X48 83 52 39 X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

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SZ200 - Walls Plaster, Stucco Finish, or Adhered Brick Veneer Horizontal orientationDeflection criteria

Stud GreenGirt L/360(1) L/240(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 298 298 298 298 298 298 270

16 24 199 199 199 199 192 186 148

36 133 133 133 119 107 101 5148 100 100 93 79 60 50 X

16 230 222 198 184 164 155 115

24 24 153 142 123 106 90 80 39

36 102 84 70 51 36 20 X48 76 52 39 X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 16: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ200 - Walls Walls with Brick Veneer Horizontal orientationDeflection criteria

Stud GreenGirt L/600(2)

spacing spacing Cladding weight (psf)

(in.) (in.) Brick weight: 0 psf Brick weight: 20 psf Brick weight: 40 psf

W(3) (psf) W(3) (psf)

16

16 24

36

48

16

24 24

36

48

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

GreenGirt has not been designed to support the dead load of a brick system.

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

91

60

45

X

X

X

X

X

X

X

198

132

88

66

136

W(3)

(psf)

X

X

X

X

X

X

X

X

X

Page 17: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ250 - Walls Metal Formed Cladding Horizontal orientationDeflection criteria

Stud GreenGirt L/90(1) L/60(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 364 340 321 271 252 240 186

16 24 243 218 195 155 136 123 70

36 162 134 114 78 56 43 X48 122 92 70 40 18 6 X

16 230 211 189 173 153 145 106

24 24 154 134 115 99 83 73 21

36 103 77 63 44 26 13 X48 78 46 32 X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 18: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ250 - Walls Cladding with Flexible Finish Horizontal orientationDeflection criteria

Stud GreenGirt L/120(1) L/90(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 364 340 321 271 252 240 186

16 24 243 218 195 155 136 123 70

36 162 134 114 78 56 43 X48 122 92 70 40 18 6 X

16 230 211 189 173 153 145 106

24 24 154 134 115 99 83 73 21

36 103 77 63 44 26 13 X48 78 46 32 X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 19: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ250 - Walls Cladding with Brittle Finish Horizontal orientationDeflection criteria

Stud GreenGirt L/240(1) L/120(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 364 340 321 271 252 240 186

16 24 243 218 195 155 136 123 70

36 162 134 114 78 56 43 X48 122 92 70 40 18 6 X

16 230 211 189 173 153 145 106

24 24 154 134 115 99 83 73 21

36 103 77 63 44 26 12 X48 78 46 32 X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 20: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ250 - Walls Plaster, Stucco Finish, or Adhered Brick Veneer Horizontal orientationDeflection criteria

Stud GreenGirt L/360(1) L/240(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 232 232 232 232 227 213 143

16 24 155 155 155 137 109 95 25

36 103 103 87 59 31 17 X48 77 76 48 20 X X X

16 220 211 189 173 153 145 106

24 24 147 134 115 99 83 73 21

36 98 77 63 44 26 12 X48 73 46 32 X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 21: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ250 - Walls Walls with Brick Veneer Horizontal orientationDeflection criteria

Stud GreenGirt L/600(2)

spacing spacing Cladding weight (psf)

(in.) (in.) Brick weight: 0 psf Brick weight: 20 psf Brick weight: 40 psf

W(3) (psf) W(3) (psf)

16

16 24

36

48

16

24 24

36

48

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

GreenGirt has not been designed to support the dead load of a brick system.

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

W(3)

(psf)

139 X X

93 X X

62 X X

46 X X

58 X X

43 X X

130 X X

87 X X

Page 22: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ300 - Walls Metal Formed Cladding Horizontal orientationDeflection criteria

Stud GreenGirt L/90(1) L/60(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 350 332 312 260 245 233 177

16 24 233 210 187 146 128 118 63

36 155 127 105 71 50 35 X48 116 85 62 31 10 X X

16 218 201 181 165 146 138 88

24 24 146 125 108 92 68 58 X

36 97 70 56 33 8 X X48 73 39 23 X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 23: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ300 - Walls Cladding with Flexible Finish Horizontal orientationDeflection criteria

Stud GreenGirt L/120(1) L/90(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 350 332 312 260 245 233 177

16 24 233 210 187 146 128 118 63

36 155 127 105 71 50 35 X48 116 85 62 31 10 X X

16 218 201 181 165 146 138 88

24 24 146 125 108 92 68 58 X

36 97 70 56 33 8 X X48 73 39 23 X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 24: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ300 - Walls Cladding with Brittle Finish Horizontal orientationDeflection criteria

Stud GreenGirt L/240(1) L/120(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 200 200 200 200 200 200 160

16 24 133 133 133 133 120 105 25

36 89 89 89 67 34 16 X48 67 67 55 20 X X X

16 218 201 181 165 146 138 88

24 24 146 125 108 92 68 58 X

36 97 70 56 33 X X X48 75 39 23 X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 25: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ300 - Walls Plaster, Stucco Finish, or Adhered Brick Veneer Horizontal orientationDeflection criteria

Stud GreenGirt L/360(1) L/240(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 135 135 121 87 53 38 X

16 24 90 87 53 20 X X X

36 60 38 6 X X X X48 45 19 X X X X X

16 149 149 142 109 73 52 X

24 24 98 98 69 35 5 X X

36 65 51 18 X X X X48 49 24 X X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 26: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ300 - Walls Walls with Brick Veneer Horizontal orientationDeflection criteria

Stud GreenGirt L/600(2)

spacing spacing Cladding weight (psf)

(in.) (in.) Brick weight: 0 psf Brick weight: 20 psf Brick weight: 40 psf

W(3) (psf) W(3) (psf)

16

16 24

36

48

16

24 24

36

48

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

GreenGirt has not been designed to support the dead load of a brick system.

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

W(3)

(psf)

88 X X

58 X X

39 X X

29 X X

38 X X

28 X X

86 X X

57 X X

Page 27: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ350 - Walls Metal Formed Cladding Horizontal orientationDeflection criteria

Stud GreenGirt L/90(1) L/60(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 336 324 297 251 234 224 151

16 24 224 200 173 140 112 99 33

36 149 119 92 61 31 15 X48 112 76 48 18 X X X

16 200 188 173 157 126 116 37

24 24 134 118 101 75 46 31 X

36 89 61 45 16 X X X48 67 31 13 X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 28: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ350 - Walls Cladding with Flexible Finish Horizontal orientationDeflection criteria

Stud GreenGirt L/120(1) L/90(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 333 324 291 248 202 179 69

16 24 222 197 151 108 67 42 X

36 148 111 72 26 X X X48 111 68 29 X X X X

16 200 188 173 157 126 116 37

24 24 134 118 101 75 46 31 X

36 89 61 45 16 X X X48 67 31 13 X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 29: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ350 - Walls Cladding with Brittle Finish Horizontal orientationDeflection criteria

Stud GreenGirt L/240(1) L/120(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 192 192 192 192 192 175 67

16 24 128 128 128 108 67 42 X

36 85 85 66 23 X X X48 64 64 23 X X X X

16 200 188 173 157 126 116 37

24 24 134 118 101 75 46 31 X

36 89 61 45 16 X X X48 67 31 13 X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 30: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ350 - Walls Plaster, Stucco Finish, or Adhered Brick Veneer Horizontal orientationDeflection criteria

Stud GreenGirt L/360(1) L/240(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 125 125 84 42 X X X

16 24 83 63 21 X X X X

36 55 21 X X X X X48 42 X X X X X X

16 145 145 115 72 30 9 X

24 24 97 84 41 X X X X

36 65 35 X X X X X48 44 10 X X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 31: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ350 - Walls Walls with Brick Veneer Horizontal orientationDeflection criteria

Stud GreenGirt L/600(2)

spacing spacing Cladding weight (psf)

(in.) (in.) Brick weight: 0 psf Brick weight: 20 psf Brick weight: 40 psf

W(3) (psf) W(3) (psf)

16

16 24

36

48

16

24 24

36

48

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

GreenGirt has not been designed to support the dead load of a brick system.

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

W(3)

(psf)

58 X X

38 X X

25 X X

18 X X

35 X X

26 X X

84 X X

52 X X

Page 32: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ400 - Walls Metal Formed Cladding Horizontal orientationDeflection criteria

Stud GreenGirt L/90(1) L/60(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 322 300 285 240 221 191 30

16 24 214 192 161 122 50 19 X

36 137 111 66 X X X X48 102 70 8 X X X X

16 187 174 156 148 117 107 24

24 24 124 111 93 69 40 16 X

36 82 55 37 X X X X48 61 22 8 X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 33: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ400 - Walls Cladding with Flexible Finish Horizontal orientationDeflection criteria

Stud GreenGirt L/120(1) L/90(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 304 304 285 236 186 161 X

16 24 188 188 137 99 22 X X

36 108 108 58 X X X X48 62 62 X X X X X

16 187 174 156 114 66 43 X

24 24 124 111 66 19 X X X

36 70 52 X X X X X48 35 21 X X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 34: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ400 - Walls Cladding with Brittle Finish Horizontal orientationDeflection criteria

Stud GreenGirt L/240(1) L/120(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 148 148 148 130 81 56 X

16 24 98 98 79 29 X X X

36 66 61 11 X X X X48 49 27 X X X X X

16 179 174 144 103 51 30 X

24 24 119 101 56 10 X X X

36 63 46 X X X X X48 32 18 X X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 35: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ400 - Walls Plaster, Stucco Finish, or Adhered Brick Veneer Horizontal orientationDeflection criteria

Stud GreenGirt L/360(1) L/240(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 96 74 24 X X X X

16 24 64 25 X X X X X

36 43 X X X X X X48 32 X X X X X X

16 117 105 54 5 X X X

24 24 78 45 X X X X X

36 52 5 X X X X X48 30 X X X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 36: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ400 - Walls Walls with Brick Veneer Horizontal orientationDeflection criteria

Stud GreenGirt L/600(2)

spacing spacing Cladding weight (psf)

(in.) (in.) Brick weight: 0 psf Brick weight: 20 psf Brick weight: 40 psf

W(3) (psf) W(3) (psf)

16

16 24

36

48

16

24 24

36

48

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

GreenGirt has not been designed to support the dead load of a brick system.

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

W(3)

(psf)

41 X X

27 X X

18 X X

14 X X

29 X X

22 X X

66 X X

44 X X

Page 37: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ450 - Walls Metal Formed Cladding Horizontal orientationDeflection criteria

Stud GreenGirt L/90(1) L/60(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 265 265 260 210 155 125 X

16 24 175 175 130 75 10 X X

36 115 95 40 X X X X48 85 50 X X X X X

16 170 159 148 109 98 10 X

24 24 113 103 61 7 X X X

36 75 46 X X X X X48 56 X X X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 38: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ450 - Walls Cladding with Flexible Finish Horizontal orientationDeflection criteria

Stud GreenGirt L/120(1) L/90(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 195 180 120 70 15 X X

16 24 130 90 35 X X X X

36 85 35 X X X X X48 55 5 X X X X X

16 170 159 148 109 60 10 X

24 24 113 103 61 7 X X X

36 75 46 X X X X X48 22 X X X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 39: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ450 - Walls Cladding with Brittle Finish Horizontal orientationDeflection criteria

Stud GreenGirt L/240(1) L/120(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 90 90 55 X X X X

16 24 60 45 X X X X X

36 40 X X X X X X48 30 X X X X X X

16 110 110 95 40 X X X

24 24 75 75 15 X X X X

36 50 20 X X X X X48 22 X X X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 40: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ450 - Walls Plaster, Stucco Finish, or Adhered Brick Veneer Horizontal orientationDeflection criteria

Stud GreenGirt L/360(1) L/240(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 58 X X X X X X

16 24 39 X X X X X X

36 26 X X X X X X48 20 X X X X X X

16 75 30 X X X X X

24 24 50 X X X X X X

36 34 X X X X X X48 22 X X X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 41: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ450 - Walls Walls with Brick Veneer Horizontal orientationDeflection criteria

Stud GreenGirt L/600(2)

spacing spacing Cladding weight (psf)

(in.) (in.) Brick weight: 0 psf Brick weight: 20 psf Brick weight: 40 psf

W(3) (psf) W(3) (psf)

16

16 24

36

48

16

24 24

36

48

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

GreenGirt has not been designed to support the dead load of a brick system.

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

W(3)

(psf)

35 X X

23 X X

15 X X

11 X X

17 X X

13 X X

40 X X

26 X X

Page 42: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ500 - Walls Metal Formed Cladding Horizontal orientationDeflection criteria

Stud GreenGirt L/90(1) L/60(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 235 235 209 103 44 12 X

16 24 157 148 87 X X X X

36 104 77 7 X X X X48 78 29 X X X X X

16 159 149 138 100 87 X X

24 24 101 91 52 X X X X

36 66 38 X X X X X48 45 X X X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 43: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ500 - Walls Cladding with Flexible Finish Horizontal orientationDeflection criteria

Stud GreenGirt L/120(1) L/90(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 170 143 75 19 X X X

16 24 113 62 5 X X X X

36 75 12 X X X X X48 50 X X X X X X

16 159 149 138 100 52 X X

24 24 101 91 52 X X X X

36 66 38 X X X X X48 15 X X X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 44: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ500 - Walls Cladding with Brittle Finish Horizontal orientationDeflection criteria

Stud GreenGirt L/240(1) L/120(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 79 79 24 X X X X

16 24 53 25 X X X X X

36 35 X X X X X X48 26 X X X X X X

16 105 105 68 7 X X X

24 24 70 55 X X X X X

36 47 5 X X X X X48 15 X X X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 45: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ500 - Walls Plaster, Stucco Finish, or Adhered Brick Veneer Horizontal orientationDeflection criteria

Stud GreenGirt L/360(1) L/240(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 45 X X X X X X

16 24 30 X X X X X X

36 20 X X X X X X48 15 X X X X X X

16 68 11 X X X X X

24 24 45 X X X X X X

36 30 X X X X X X48 15 X X X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 46: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ500 - Walls Walls with Brick Veneer Horizontal orientationDeflection criteria

Stud GreenGirt L/600(2)

spacing spacing Cladding weight (psf)

(in.) (in.) Brick weight: 0 psf Brick weight: 20 psf Brick weight: 40 psf

W(3) (psf) W(3) (psf)

16

16 24

36

48

16

24 24

36

48

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

GreenGirt has not been designed to support the dead load of a brick system.

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

W(3)

(psf)

28 X X

18 X X

12 X X

9 X X

35 X X

23 X X

15 X X

11 X X

Page 47: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ550 - Walls Metal Formed Cladding Horizontal orientationDeflection criteria

Stud GreenGirt L/90(1) L/60(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 173 173 120 57 X X X

16 24 115 91 27 X X X X

36 76 28 X X X X X48 57 X X X X X X

16 148 139 130 91 X X X

24 24 92 80 40 X X X X

36 53 27 X X X X X48 31 X X X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 48: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ550 - Walls Cladding with Flexible Finish Horizontal orientationDeflection criteria

Stud GreenGirt L/120(1) L/90(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 135 86 22 X X X X

16 24 90 25 X X X X X

36 60 X X X X X X48 45 X X X X X X

16 148 123 52 X X X X

24 24 92 48 X X X X X

36 53 X X X X X X48 31 X X X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 49: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ550 - Walls Cladding with Brittle Finish Horizontal orientationDeflection criteria

Stud GreenGirt L/240(1) L/120(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 63 38 X X X X X

16 24 42 X X X X X X

36 28 X X X X X X48 21 X X X X X X

16 72 60 X X X X X

24 24 48 X X X X X X

36 32 X X X X X X48 10 X X X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 50: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ550 - Walls Plaster, Stucco Finish, or Adhered Brick Veneer Horizontal orientationDeflection criteria

Stud GreenGirt L/360(1) L/240(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 36 X X X X X X

16 24 24 X X X X X X

36 16 X X X X X X48 12 X X X X X X

16 46 X X X X X X

24 24 31 X X X X X X

36 20 X X X X X X48 10 X X X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 51: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ550 - Walls Walls with Brick Veneer Horizontal orientationDeflection criteria

Stud GreenGirt L/600(2)

spacing spacing Cladding weight (psf)

(in.) (in.) Brick weight: 0 psf Brick weight: 20 psf Brick weight: 40 psf

W(3) (psf) W(3) (psf)

16

16 24

36

48

16

24 24

36

48

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

GreenGirt has not been designed to support the dead load of a brick system.

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

W(3)

(psf)

20 X X

13 X X

9 X X

6 X X

32 X X

21 X X

12 X X

9 X X

Page 52: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ600 - Walls Metal Formed Cladding Horizontal orientationDeflection criteria

Stud GreenGirt L/90(1) L/60(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 165 110 78 5 X X X

16 24 110 64 X X X X X

36 73 5 X X X X X48 55 X X X X X X

16 137 126 117 79 X X X

24 24 80 68 30 X X X X

36 42 15 X X X X X48 20 X X X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 53: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ600 - Walls Cladding with Flexible Finish Horizontal orientationDeflection criteria

Stud GreenGirt L/120(1) L/90(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 120 58 X X X X X

16 24 80 2 X X X X X

36 53 X X X X X X48 40 X X X X X X

16 137 113 37 X X X X

24 24 80 46 X X X X X

36 42 X X X X X X48 20 X X X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 54: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ600 - Walls Cladding with Brittle Finish Horizontal orientationDeflection criteria

Stud GreenGirt L/240(1) L/120(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 54 11 X X X X X

16 24 36 X X X X X X

36 24 X X X X X X48 18 X X X X X X

16 67 48 X X X X X

24 24 45 X X X X X X

36 30 X X X X X X48 6 X X X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 55: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ600 - Walls Plaster, Stucco Finish, or Adhered Brick Veneer Horizontal orientationDeflection criteria

Stud GreenGirt L/360(1) L/240(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 31 X X X X X X

16 24 21 X X X X X X

36 14 X X X X X X48 10 X X X X X X

16 41 X X X X X X

24 24 27 X X X X X X

36 18 X X X X X X48 6 X X X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 56: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ600 - Walls Walls with Brick Veneer Horizontal orientationDeflection criteria

Stud GreenGirt L/600(2)

spacing spacing Cladding weight (psf)

(in.) (in.) Brick weight: 0 psf Brick weight: 20 psf Brick weight: 40 psf

W(3) (psf) W(3) (psf)

16

16 24

36

48

16

24 24

36

48

W(3)

(psf)

X X X

X X X

X X X

X X X

X X X

X X X

SZ600 cannot be used with brick veneer horizontally

X X X

X X X

Page 57: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ200 - Walls Metal Formed Cladding Horizontal w/ hatsDeflection criteria

Stud GreenGirt L/90(1) L/60(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 518 504 494 483 470 467 458 430 407 356

16 24 345 331 323 311 302 296 288 264 219 185

36 230 219 210 199 190 186 177 146 76 X48 172 161 150 140 132 128 111 64 X X

16 500 491 480 470 460 456 439 416 349 302

24 24 333 323 313 303 293 288 261 227 182 135

36 222 212 202 192 182 177 143 115 X X48 166 156 146 136 126 120 90 42 X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and 24" O.C. and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 58: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ200 - Walls Cladding with Flexible Finish Horizontal w/ hatsDeflection criteria

Stud GreenGirt L/120(1) L/90(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 518 504 494 483 470 467 458 430 407 356

16 24 345 331 323 311 302 296 288 264 219 185

36 230 219 210 199 190 186 177 146 76 X48 172 161 150 140 132 128 111 64 X X

16 500 491 480 470 460 456 439 416 349 302

24 24 333 323 313 303 293 288 261 227 182 135

36 222 212 202 192 182 177 143 115 X X48 166 156 146 136 126 120 90 42 X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and 24" O.C. and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 59: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ200 - Walls Cladding with Brittle Finish Horizontal w/ hatsDeflection criteria

Stud GreenGirt L/240(1) L/120(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 518 504 494 483 470 467 458 430 407 356

16 24 345 331 323 311 302 296 288 264 219 185

36 230 219 210 199 190 186 177 146 76 X48 172 161 150 140 132 128 111 64 X X

16 500 491 480 470 460 456 439 416 349 302

24 24 333 323 313 303 293 288 261 227 182 135

36 222 212 202 192 182 177 143 115 X X48 166 156 146 136 126 120 90 42 X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and 24" O.C. and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 60: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ200 - Walls Cladding: Plaster, Stucco Finish, or Adhered Brick Veneer Horizontal w/ hatsDeflection criteria

Stud GreenGirt L/360(1) L/240(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 518 504 494 483 470 467 458 430 407 356

16 24 345 331 323 311 302 296 288 264 219 185

36 230 219 210 199 190 186 177 146 76 X48 172 161 150 140 132 128 111 64 X X

16 500 491 480 470 460 456 439 416 349 302

24 24 333 323 313 303 293 288 261 227 182 135

36 222 212 202 192 182 177 143 115 X X48 166 156 146 136 126 120 90 42 X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and 24" O.C. and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 61: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ200 - Walls Walls with Brick Veneer Horizontal w/ hatsDeflection criteria

Stud GreenGirt L/600(1) L/600(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 518 504 494 483 470 467 458 430 407 231

16 24 345 331 323 311 302 296 288 264 144 X

36 230 219 210 199 190 186 177 146 76 X48 172 161 150 140 132 128 60 X X X

16 500 491 480 470 460 456 439 389 276 168

24 24 333 323 313 303 293 288 236 176 86 X

36 222 212 202 192 182 166 108 51 X X48 166 156 146 136 104 81 29 X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and 24" O.C. and attached on both sides

Standard GreenGirt resin used

GreenGirt has not been designed to support the dead load of a brick system

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 62: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ250 - Walls Metal Formed Cladding Horizontal w/ hatsDeflection criteria

Stud GreenGirt L/90(1) L/60(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 469 460 449 438 427 420 412 381 333 284

16 24 312 305 295 284 275 269 260 227 180 X

36 208 200 190 180 170 165 155 101 X X48 156 146 138 131 121 117 56 X X X

16 450 440 431 422 413 409 398 370 322 271

24 24 300 290 280 270 260 255 244 215 152 X

36 200 191 182 173 163 158 147 91 X X48 150 141 131 121 111 106 46 X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and 24" O.C. and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 63: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ250 - Walls Cladding with Flexible Finish Horizontal w/ hatsDeflection criteria

Stud GreenGirt L/120(1) L/90(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 469 460 449 438 427 420 412 381 333 284

16 24 312 305 295 284 275 269 260 227 180 X

36 208 200 190 180 170 165 155 101 X X48 156 146 138 131 121 117 56 X X X

16 450 440 431 422 413 409 398 370 322 271

24 24 300 290 280 270 260 255 244 215 152 X

36 200 191 182 173 163 158 147 91 X X48 150 141 131 121 111 106 46 X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and 24" O.C. and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 64: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ250 - Walls Cladding with Brittle Finish Horizontal w/ hatsDeflection criteria

Stud GreenGirt L/240(1) L/120(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 469 460 449 438 427 420 412 381 333 284

16 24 312 305 295 284 275 269 260 227 180 X

36 208 200 190 180 170 165 155 101 X X48 156 146 138 131 121 117 56 X X X

16 450 440 431 422 413 409 398 370 322 271

24 24 300 290 280 270 260 255 244 215 152 X

36 200 191 182 173 163 158 147 91 X X48 150 141 131 121 111 106 46 X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and 24" O.C. and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 65: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ250 - Walls Cladding: Plaster, Stucco Finish, or Adhered Brick Veneer Horizontal w/ hatsDeflection criteria

Stud GreenGirt L/360(1) L/240(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 469 460 449 438 427 420 412 381 333 284

16 24 312 305 295 284 275 269 260 227 180 X

36 208 200 190 180 170 165 155 101 X X48 156 146 138 131 121 117 56 X X X

16 450 440 431 422 413 409 398 370 322 271

24 24 300 290 280 270 260 255 244 215 152 X

36 200 191 182 173 163 158 147 91 X X48 150 141 131 121 111 106 46 X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and 24" O.C. and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 66: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ250 - Walls Walls with Brick Veneer Horizontal w/ hatsDeflection criteria

Stud GreenGirt L/600(1) L/600(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 469 460 449 438 427 420 412 372 150 X

16 24 312 305 295 284 275 269 226 100 X X

36 208 200 190 180 170 151 26 X X X48 156 146 138 101 74 50 X X X X

16 450 440 431 422 397 381 299 209 28 X

24 24 300 290 280 244 201 189 104 X X X

36 200 191 171 131 95 72 X X X X48 150 133 82 39 22 X X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and 24" O.C. and attached on both sides

Standard GreenGirt resin used

GreenGirt has not been designed to support the dead load of a brick system

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 67: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ300 - Walls Metal Formed Cladding Horizontal w/ hatsDeflection criteria

Stud GreenGirt L/90(1) L/60(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 448 441 431 421 411 406 395 365 311 260

16 24 299 290 280 270 260 256 245 221 164 X

36 200 192 183 173 164 160 137 93 X X48 150 143 133 124 114 109 18 X X X

16 429 421 413 405 397 393 383 352 300 111

24 24 286 277 268 260 251 246 236 202 X X

36 190 181 171 161 150 145 119 X X X48 142 132 122 111 99 85 X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and 24" O.C. and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 68: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ300 - Walls Cladding with Flexible Finish Horizontal w/ hatsDeflection criteria

Stud GreenGirt L/120(1) L/90(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 448 441 431 421 411 406 395 365 311 260

16 24 299 290 280 270 260 256 245 221 164 X

36 200 192 183 173 164 160 137 93 X X48 150 143 133 124 114 109 18 X X X

16 429 421 413 405 397 393 383 352 300 111

24 24 286 277 268 260 251 246 236 202 X X

36 190 181 171 161 150 145 119 X X X48 142 132 122 111 99 85 X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and 24" O.C. and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 69: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ300 - Walls Cladding with Brittle Finish Horizontal w/ hatsDeflection criteria

Stud GreenGirt L/240(1) L/120(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 448 441 431 421 411 406 395 365 311 260

16 24 299 290 280 270 260 256 245 221 164 X

36 200 192 183 173 164 160 137 93 X X48 150 143 133 124 114 109 18 X X X

16 429 421 413 405 397 393 383 352 300 111

24 24 286 277 268 260 251 246 236 202 X X

36 190 181 171 161 150 145 119 X X X48 142 132 122 111 99 85 X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and 24" O.C. and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 70: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ300 - Walls Cladding: Plaster, Stucco Finish, or Adhered Brick Veneer Horizontal w/ hatsDeflection criteria

Stud GreenGirt L/360(1) L/240(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 448 441 431 421 411 406 395 365 311 260

16 24 299 290 280 270 260 256 245 221 164 X

36 200 192 183 173 164 160 137 93 X X48 150 143 133 124 114 109 18 X X X

16 429 421 413 405 397 393 383 352 300 111

24 24 286 277 268 260 251 246 236 202 X X

36 190 181 171 161 150 145 119 X X X48 142 132 122 111 99 85 X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and 24" O.C. and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 71: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ300 - Walls Walls with Brick Veneer Horizontal w/ hatsDeflection criteria

Stud GreenGirt L/600(1) L/600(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 448 441 400 339 311 288 166 30 X X

16 24 299 266 239 181 136 110 X X X X

36 200 155 111 51 X X X X X X48 150 107 55 X X X X X X X

16 429 421 380 257 226 200 73 X X X

24 24 286 249 210 128 74 46 X X X X

36 190 126 74 22 X X X X X X48 142 81 23 X X X X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and 24" O.C. and attached on both sides

Standard GreenGirt resin used

GreenGirt has not been designed to support the dead load of a brick system

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 72: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ350 - Walls Metal Formed Cladding Horizontal w/ hatsDeflection criteria

Stud GreenGirt L/90(1) L/60(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 422 400 391 381 371 366 355 331 284 242

16 24 281 270 260 250 240 236 227 194 122 X

36 187 180 169 159 149 144 121 81 X X48 140 132 122 111 101 95 X X X X

16 402 391 379 369 359 354 343 320 272 95

24 24 268 258 247 238 230 225 215 183 X X

36 178 168 158 147 136 130 105 X X X48 133 124 113 102 89 71 X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and 24" O.C. and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 73: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ350 - Walls Cladding with Flexible Finish Horizontal w/ hatsDeflection criteria

Stud GreenGirt L/120(1) L/90(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 422 400 391 381 371 366 355 331 284 242

16 24 281 270 260 250 240 236 227 194 122 X

36 187 180 169 159 149 144 121 81 X X48 140 132 122 111 101 95 X X X X

16 402 391 379 369 359 354 343 320 272 95

24 24 268 258 247 238 230 225 215 183 X X

36 178 168 158 147 136 130 105 X X X48 133 124 113 102 89 71 X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and 24" O.C. and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 74: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ350 - Walls Cladding with Brittle Finish Horizontal w/ hatsDeflection criteria

Stud GreenGirt L/240(1) L/120(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 422 400 391 381 371 366 355 331 284 242

16 24 281 270 260 250 240 236 227 194 122 X

36 187 180 169 159 149 144 121 81 X X48 140 132 122 111 101 95 X X X X

16 402 391 379 369 359 354 343 320 272 95

24 24 268 258 247 238 230 225 215 183 X X

36 178 168 158 147 136 130 105 X X X48 133 124 113 102 89 71 X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and 24" O.C. and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 75: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ350 - Walls Cladding: Plaster, Stucco Finish, or Adhered Brick Veneer Horizontal w/ hatsDeflection criteria

Stud GreenGirt L/360(1) L/240(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 422 400 391 381 371 366 355 331 127 X

16 24 281 270 260 250 240 236 210 86 X X

36 187 180 169 159 149 140 X X X X48 140 132 122 111 69 42 X X X X

16 402 391 379 369 359 354 343 320 100 X

24 24 268 258 247 238 230 225 215 66 X X

36 178 168 158 147 136 130 X X X X48 133 124 113 102 47 33 X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and 24" O.C. and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 76: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ350 - Walls Walls with Brick Veneer Horizontal w/ hatsDeflection criteria

Stud GreenGirt L/600(1) L/600(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 422 400 377 280 210 171 X X X X

16 24 281 263 150 100 10 X X X X X

36 187 136 51 X X X X X X X48 140 52 X X X X X X X X

16 402 391 352 213 170 55 X X X X

24 24 268 230 133 51 X X X X X X

36 178 110 16 X X X X X X X48 133 39 X X X X X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and 24" O.C. and attached on both sides

Standard GreenGirt resin used

GreenGirt has not been designed to support the dead load of a brick system

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 77: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ400 - Walls Metal Formed Cladding Horizontal w/ hatsDeflection criteria

Stud GreenGirt L/90(1) L/60(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 400 381 372 363 355 348 326 300 260 223

16 24 267 255 245 234 224 220 208 176 100 X

36 178 169 159 149 138 132 104 66 X X48 133 122 111 100 90 85 X X X X

16 382 373 362 351 337 330 315 282 255 X

24 24 254 244 234 224 211 206 196 163 X X

36 169 160 149 137 126 120 89 X X X48 126 112 102 92 82 60 X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and 24" O.C. and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 78: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ400 - Walls Cladding with Flexible Finish Horizontal w/ hatsDeflection criteria

Stud GreenGirt L/120(1) L/90(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 400 381 372 363 355 348 326 300 260 223

16 24 267 255 245 234 224 220 208 176 100 X

36 178 169 159 149 138 132 104 66 X X48 133 122 111 100 90 85 X X X X

16 382 373 362 351 337 330 315 282 255 X

24 24 254 244 234 224 211 206 196 163 X X

36 169 160 149 137 126 120 89 X X X48 126 112 102 92 82 60 X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and 24" O.C. and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 79: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ400 - Walls Cladding with Brittle Finish Horizontal w/ hatsDeflection criteria

Stud GreenGirt L/240(1) L/120(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 400 381 372 363 355 348 326 300 260 223

16 24 267 255 245 234 224 220 208 176 100 X

36 178 169 159 149 138 132 104 66 X X48 133 122 111 100 90 85 X X X X

16 382 373 362 351 337 330 315 282 255 X

24 24 254 244 234 224 211 206 196 163 X X

36 169 160 149 137 126 120 89 X X X48 126 112 102 92 82 60 X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and 24" O.C. and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 80: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ400 - Walls Cladding: Plaster, Stucco Finish, or Adhered Brick Veneer Horizontal w/ hatsDeflection criteria

Stud GreenGirt L/360(1) L/240(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 400 381 372 363 355 348 326 132 X X

16 24 267 255 245 234 224 217 X X X X

36 178 169 159 113 20 X X X X X48 133 122 108 X X X X X X X

16 382 373 362 351 337 330 315 35 X X

24 24 254 244 234 224 211 206 X X X X

36 169 160 149 101 X X X X X X48 126 112 102 X X X X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and 24" O.C. and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 81: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ400 - Walls Walls with Brick Veneer Horizontal w/ hatsDeflection criteria

Stud GreenGirt L/600(1) L/600(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 400 381 227 128 20 X X X X X

16 24 267 169 41 X X X X X X X

36 178 56 X X X X X X X X48 133 X X X X X X X X X

16 382 288 183 79 X X X X X X

24 24 254 130 X X X X X X X X

36 169 33 X X X X X X X X48 126 X X X X X X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and 24" O.C. and attached on both sides

Standard GreenGirt resin used

GreenGirt has not been designed to support the dead load of a brick system

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 82: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ450 - Walls Metal Formed Cladding Horizontal w/ hatsDeflection criteria

Stud GreenGirt L/90(1) L/60(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 377 358 349 340 331 324 301 278 244 203

16 24 248 227 218 209 200 195 185 161 X X

36 165 155 144 134 124 119 78 X X X48 123 112 101 90 80 68 X X X X

16 355 340 329 319 310 306 282 263 222 X

24 24 236 218 207 196 186 181 171 147 X X

36 157 144 131 118 104 100 61 X X X48 117 106 92 78 65 61 X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and 24" O.C. and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 83: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ450 - Walls Cladding with Flexible Finish Horizontal w/ hatsDeflection criteria

Stud GreenGirt L/120(1) L/90(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 377 358 349 340 331 324 301 278 244 203

16 24 248 227 218 209 200 195 185 161 X X

36 165 155 144 134 124 119 78 X X X48 123 112 101 90 80 68 X X X X

16 355 340 329 319 310 306 282 263 222 X

24 24 236 218 207 196 186 181 171 147 X X

36 157 144 131 118 104 100 61 X X X48 117 106 92 78 65 61 X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and 24" O.C. and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 84: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ450 - Walls Cladding with Brittle Finish Horizontal w/ hatsDeflection criteria

Stud GreenGirt L/240(1) L/120(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 377 358 349 340 331 324 301 278 131 X

16 24 248 227 218 209 200 195 186 86 X X

36 165 155 144 134 124 119 X X X X48 123 112 101 90 61 43 X X X X

16 355 340 329 319 310 306 282 263 X X

24 24 236 218 207 196 186 181 171 X X X

36 157 144 131 118 104 100 X X X X48 117 106 92 78 55 X X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and 24" O.C. and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 85: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ450 - Walls Cladding: Plaster, Stucco Finish, or Adhered Brick Veneer Horizontal w/ hatsDeflection criteria

Stud GreenGirt L/360(1) L/240(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 377 358 349 340 331 324 71 X X X

16 24 248 227 218 146 70 47 X X X X

36 165 155 89 X X X X X X X48 123 88 23 X X X X X X X

16 355 340 329 319 310 306 X X X X

24 24 236 218 207 133 15 X X X X X

36 157 144 71 X X X X X X X48 117 77 X X X X X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and 24" O.C. and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 86: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ450 - Walls Walls with Brick Veneer Horizontal w/ hatsDeflection criteria

Stud GreenGirt L/600(1) L/600(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 377 251 114 X X X X X X X

16 24 248 73 X X X X X X X X

36 165 X X X X X X X X X48 123 X X X X X X X X X

16 355 233 55 X X X X X X X

24 24 236 64 X X X X X X X X

36 157 X X X X X X X X X48 117 X X X X X X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and 24" O.C. and attached on both sides

Standard GreenGirt resin used

GreenGirt has not been designed to support the dead load of a brick system

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 87: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ500 - Walls Metal Formed Cladding Horizontal w/ hatsDeflection criteria

Stud GreenGirt L/90(1) L/60(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 355 334 324 314 304 300 281 226 178 X

16 24 236 216 205 194 184 179 166 118 X X

36 157 138 128 118 109 104 29 X X X48 117 101 91 81 70 59 X X X X

16 333 321 311 301 290 284 269 211 159 X

24 24 222 207 195 183 172 166 155 105 X X

36 148 129 119 109 98 93 X X X X48 111 90 80 71 61 48 X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and 24" O.C. and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 88: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ500 - Walls Cladding with Flexible Finish Horizontal w/ hatsDeflection criteria

Stud GreenGirt L/120(1) L/90(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 355 334 324 314 304 300 281 226 178 X

16 24 236 216 205 194 184 179 166 118 X X

36 157 138 128 118 109 104 29 X X X48 117 101 91 81 70 59 X X X X

16 333 321 311 301 290 284 269 211 159 X

24 24 222 207 195 183 172 166 155 105 X X

36 148 129 119 109 98 93 X X X X48 111 90 80 71 61 48 X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and 24" O.C. and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 89: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ500 - Walls Cladding with Brittle Finish Horizontal w/ hatsDeflection criteria

Stud GreenGirt L/240(1) L/120(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 355 334 324 314 304 300 281 226 X X

16 24 236 216 205 194 184 179 148 X X X

36 157 138 128 118 109 X X X X X48 117 101 91 81 X X X X X X

16 333 321 311 301 290 284 269 200 X X

24 24 222 207 195 183 172 166 X X X X

36 148 129 119 109 98 X X X X X48 111 90 80 71 X X X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and 24" O.C. and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 90: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ500 - Walls Cladding: Plaster, Stucco Finish, or Adhered Brick Veneer Horizontal w/ hatsDeflection criteria

Stud GreenGirt L/360(1) L/240(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 355 334 324 314 204 129 X X X X

16 24 236 216 205 118 X X X X X X

36 157 138 22 X X X X X X X48 117 48 X X X X X X X X

16 333 321 311 301 190 111 X X X X

24 24 222 207 177 89 X X X X X X

36 148 129 X X X X X X X X48 111 40 X X X X X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and 24" O.C. and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 91: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ500 - Walls Walls with Brick Veneer Horizontal w/ hatsDeflection criteria

Stud GreenGirt L/600(1) L/600(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 304 124 11 X X X X X X X

16 24 202 20 X X X X X X X X

36 134 X X X X X X X X X48 100 X X X X X X X X X

16 333 109 X X X X X X X X

24 24 222 X X X X X X X X X

36 148 X X X X X X X X X48 111 X X X X X X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and 24" O.C. and attached on both sides

Standard GreenGirt resin used

GreenGirt has not been designed to support the dead load of a brick system

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 92: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ550 - Walls Metal Formed Cladding Horizontal w/ hatsDeflection criteria

Stud GreenGirt L/90(1) L/60(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 260 250 240 230 219 214 198 55 X X

16 24 173 163 153 143 137 132 46 X X X

36 115 104 93 82 72 26 X X X X48 86 76 65 31 X X X X X X

16 241 230 219 207 195 191 173 44 X X

24 24 161 150 140 130 120 113 31 X X X

36 107 95 85 75 64 20 X X X X48 80 69 59 25 X X X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and 24" O.C. and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 93: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ550 - Walls Cladding with Flexible Finish Horizontal w/ hatsDeflection criteria

Stud GreenGirt L/120(1) L/90(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 260 250 240 230 219 214 198 71 X X

16 24 173 163 153 143 137 132 46 X X X

36 115 104 93 82 72 26 X X X X48 86 76 65 31 X X X X X X

16 241 230 219 207 195 191 173 44 X X

24 24 161 150 140 130 120 113 31 X X X

36 107 95 85 75 64 20 X X X X48 80 69 59 25 X X X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and 24" O.C. and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 94: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ550 - Walls Cladding with Brittle Finish Horizontal w/ hatsDeflection criteria

Stud GreenGirt L/240(1) L/120(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 260 250 240 230 219 214 198 X X X

16 24 173 163 153 143 137 132 X X X X

36 115 104 93 82 X X X X X X48 86 76 65 X X X X X X X

16 241 230 219 207 195 191 173 X X X

24 24 161 150 140 130 120 113 X X X X

36 107 95 85 75 X X X X X X48 80 69 59 X X X X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and 24" O.C. and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 95: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ550 - Walls Cladding: Plaster, Stucco Finish, or Adhered Brick Veneer Horizontal w/ hatsDeflection criteria

Stud GreenGirt L/360(1) L/240(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 260 250 240 105 X X X X X X

16 24 173 163 23 X X X X X X X

36 115 39 X X X X X X X X48 86 X X X X X X X X X

16 241 230 219 92 X X X X X X

24 24 161 150 X X X X X X X X

36 107 X X X X X X X X X48 80 X X X X X X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and 24" O.C. and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 96: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ550 - Walls Walls with Brick Veneer Horizontal w/ hatsDeflection criteria

Stud GreenGirt L/600(1) L/600(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 260 22 X X X X X X X X

16 24 173 X X X X X X X X X

36 115 X X X X X X X X X48 86 X X X X X X X X X

16 241 X X X X X X X X X

24 24 161 X X X X X X X X X

36 107 X X X X X X X X X48 80 X X X X X X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and 24" O.C. and attached on both sides

Standard GreenGirt resin used

GreenGirt has not been designed to support the dead load of a brick system

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 97: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ600 - Walls Metal Formed Cladding Horizontal w/ hatsDeflection criteria

Stud GreenGirt L/90(1) L/60(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 238 228 218 207 197 191 166 40 X X

16 24 159 148 137 125 111 106 29 X X X

36 106 96 86 76 64 11 X X X X48 80 70 60 15 X X X X X X

16 219 208 199 188 177 160 137 X X X

24 24 146 132 122 112 100 73 X X X X

36 97 87 77 67 X X X X X X48 73 60 50 X X X X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and 24" O.C. and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 98: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ600 - Walls Cladding with Flexible Finish Horizontal w/ hatsDeflection criteria

Stud GreenGirt L/120(1) L/90(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 238 228 218 207 197 191 166 40 X X

16 24 159 148 137 125 111 106 29 X X X

36 106 96 86 76 64 11 X X X X48 80 70 60 15 X X X X X X

16 219 208 199 188 177 160 137 X X X

24 24 146 132 122 112 100 73 X X X X

36 97 87 77 67 X X X X X X48 73 60 50 X X X X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and 24" O.C. and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 99: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ600 - Walls Cladding with Brittle Finish Horizontal w/ hatsDeflection criteria

Stud GreenGirt L/240(1) L/120(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 238 228 218 207 197 191 X X X X

16 24 159 148 137 125 72 X X X X X

36 106 96 86 X X X X X X X48 80 70 X X X X X X X X

16 219 208 199 188 177 160 X X X X

24 24 146 132 122 112 60 X X X X X

36 97 87 77 X X X X X X X48 73 60 X X X X X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and 24" O.C. and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 100: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ600 - Walls Cladding: Plaster, Stucco Finish, or Adhered Brick Veneer Horizontal w/ hatsDeflection criteria

Stud GreenGirt L/360(1) L/240(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 238 228 218 10 X X X X X X

16 24 159 148 X X X X X X X X

36 106 11 X X X X X X X X48 80 X X X X X X X X X

16 219 208 199 X X X X X X X

24 24 146 132 X X X X X X X X

36 97 X X X X X X X X X48 73 X X X X X X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and 24" O.C. and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 101: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ600 - Walls Walls with Brick Veneer Horizontal w/ hatsDeflection criteria

Stud GreenGirt L/600(1) L/600(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 238 X X X X X X X X X

16 24 159 X X X X X X X X X

36 106 X X X X X X X X X48 80 X X X X X X X X X

16 219 X X X X X X X X X

24 24 146 X X X X X X X X X

36 97 X X X X X X X X X48 73 X X X X X X X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and 24" O.C. and attached on both sides

Standard GreenGirt resin used

GreenGirt has not been designed to support the dead load of a brick system

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 102: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ200 - Walls Metal Formed Cladding Vertical orientationDeflection criteria

Stud GreenGirt L/90(1) L/60(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 402 402 402 402 402 402 402 402 402 402

16 24 268 268 268 268 268 268 268 268 268 268

36 181 181 181 181 181 181 181 181 181 18148 135 135 135 135 135 135 135 135 135 135

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 103: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ200 - Walls Cladding with Flexible Finish Vertical orientationDeflection criteria

Stud GreenGirt L/120(1) L/90(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 402 402 402 402 402 402 402 402 402 402

16 24 268 268 268 268 268 268 268 268 268 268

36 181 181 181 181 181 181 181 181 181 18148 135 135 135 135 135 135 135 135 135 135

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 104: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ200 - Walls Cladding with Brittle Finish Vertical orientationDeflection criteria

Stud GreenGirt L/240(1) L/120(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 402 402 402 402 402 402 402 402 402 402

16 24 268 268 268 268 268 268 268 268 268 268

36 181 181 181 181 181 181 181 181 181 18148 135 135 135 135 135 135 135 135 135 135

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 105: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ200 - Walls Cladding: Plaster, Stucco Finish, or Adhered Brick Veneer Vertical orientationDeflection criteria

Stud GreenGirt L/360(1) L/240(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 357 357 357 357 357 357 357 357 357 351

16 24 238 238 238 238 238 238 238 238 238 232

36 158 158 158 158 158 158 158 158 158 15148 118 118 118 118 118 118 118 118 118 112

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 106: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ200 - Walls Walls with Brick Veneer Vertical orientationDeflection criteria

Stud GreenGirt L/600(1) L/600(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 156 156 156 156 156 156 156 156 156 152

16 24 104 104 104 104 104 104 104 104 104 99

36 69 69 69 69 69 69 69 69 69 6348 51 51 51 51 51 51 51 51 51 46

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

GreenGirt has not been designed to support the dead load of a brick system.

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 107: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ250 - Walls Metal Formed Cladding Vertical orientationDeflection criteria

Stud GreenGirt L/90(1) L/60(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 375 375 375 375 375 375 375 375 375 375

16 24 248 248 248 248 248 248 248 248 248 248

36 168 168 168 168 168 168 168 168 168 16848 123 123 123 123 123 123 123 123 123 123

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 108: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ250 - Walls Cladding with Flexible Finish Vertical orientationDeflection criteria

Stud GreenGirt L/120(1) L/90(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 375 375 375 375 375 375 375 375 375 375

16 24 248 248 248 248 248 248 248 248 248 248

36 168 168 168 168 168 168 168 168 168 16848 123 123 123 123 123 123 123 123 123 123

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 109: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ250 - Walls Cladding with Brittle Finish Vertical orientationDeflection criteria

Stud GreenGirt L/240(1) L/120(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 375 375 375 375 375 375 375 375 375 375

16 24 248 248 248 248 248 248 248 248 248 248

36 168 168 168 168 168 168 168 168 168 16848 123 123 123 123 123 123 123 123 123 123

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 110: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ250 - Walls Cladding: Plaster, Stucco Finish, or Adhered Brick Veneer Vertical orientationDeflection criteria

Stud GreenGirt L/360(1) L/240(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 250 250 250 250 250 250 250 250 250 250

16 24 165 165 165 165 165 165 165 165 165 162

36 115 115 115 115 115 115 115 115 115 11148 85 85 85 85 85 85 85 85 85 82

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 111: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ250 - Walls Walls with Brick Veneer Vertical orientationDeflection criteria

Stud GreenGirt L/600(1) L/600(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 110 110 110 110 110 110 110 110 110 110

16 24 75 75 75 75 75 75 75 75 75 73

36 50 50 50 50 50 50 50 50 50 4748 35 35 35 35 35 35 35 35 35 32

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

GreenGirt has not been designed to support the dead load of a brick system.

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 112: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ300 - Walls Metal Formed Cladding Vertical orientationDeflection criteria

Stud GreenGirt L/90(1) L/60(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 356 356 356 356 356 356 356 356 356 356

16 24 231 231 231 231 231 231 231 231 231 231

36 152 152 152 152 152 152 152 152 152 15248 111 111 111 111 111 111 111 111 111 111

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 113: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ300 - Walls Cladding with Flexible Finish Vertical orientationDeflection criteria

Stud GreenGirt L/120(1) L/90(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 356 356 356 356 356 356 356 356 356 356

16 24 231 231 231 231 231 231 231 231 231 231

36 152 152 152 152 152 152 152 152 152 15248 111 111 111 111 111 111 111 111 111 111

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 114: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ300 - Walls Cladding with Brittle Finish Vertical orientationDeflection criteria

Stud GreenGirt L/240(1) L/120(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 356 356 356 356 356 356 356 356 356 356

16 24 231 231 231 231 231 231 231 231 231 231

36 152 152 152 152 152 152 152 152 152 15248 111 111 111 111 111 111 111 111 111 111

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 115: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ300 - Walls Cladding: Plaster, Stucco Finish, or Adhered Brick Veneer Vertical orientationDeflection criteria

Stud GreenGirt L/360(1) L/240(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 185 185 185 185 185 185 185 185 185 185

16 24 135 135 135 135 135 135 135 135 135 130

36 90 90 90 90 90 90 90 90 90 8748 65 65 65 65 65 65 65 65 60 60

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

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SZ300 - Walls Walls with Brick Veneer Vertical orientationDeflection criteria

Stud GreenGirt L/600(1) L/600(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 85 85 85 85 85 85 85 85 85 85

16 24 60 60 60 60 60 60 60 60 55 54

36 40 35 35 35 35 35 35 35 32 3148 31 30 29 29 29 29 29 27 25 22

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

GreenGirt has not been designed to support the dead load of a brick system.

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

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SZ350 - Walls Metal Formed Cladding Vertical orientationDeflection criteria

Stud GreenGirt L/90(1) L/60(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 339 339 339 339 339 339 339 339 339 339

16 24 212 212 212 212 212 212 212 212 212 212

36 135 135 135 135 135 135 135 135 135 13548 101 101 101 101 101 101 101 101 101 101

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

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SZ350 - Walls Cladding with Flexible Finish Vertical orientationDeflection criteria

Stud GreenGirt L/120(1) L/90(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 339 339 339 339 339 339 339 339 339 339

16 24 212 212 212 212 212 212 212 212 212 212

36 135 135 135 135 135 135 135 135 135 13548 101 101 101 101 101 101 101 101 101 101

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 119: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ350 - Walls Cladding with Brittle Finish Vertical orientationDeflection criteria

Stud GreenGirt L/240(1) L/120(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 275 275 275 275 275 275 275 275 275 275

16 24 197 197 197 197 197 197 197 197 197 189

36 122 122 122 122 122 122 122 122 122 12248 93 93 93 93 93 93 93 93 93 93

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 120: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ350 - Walls Cladding: Plaster, Stucco Finish, or Adhered Brick Veneer Vertical orientationDeflection criteria

Stud GreenGirt L/360(1) L/240(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 145 145 145 145 145 145 140 140 140 135

16 24 95 95 95 95 95 95 95 90 90 85

36 65 65 60 60 60 60 60 60 55 5548 45 45 45 45 45 45 45 40 40 39

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

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SZ350 - Walls Walls with Brick Veneer Vertical orientationDeflection criteria

Stud GreenGirt L/600(1) L/600(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 75 75 75 75 75 75 75 70 67 61

16 24 50 48 48 48 45 45 45 45 40 32

36 33 31 31 31 30 29 29 27 25 1948 25 23 23 21 21 21 20 19 17 11

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

GreenGirt has not been designed to support the dead load of a brick system.

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 122: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ400 - Walls Metal Formed Cladding Vertical orientationDeflection criteria

Stud GreenGirt L/90(1) L/60(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 323 323 323 323 323 323 323 323 323 323

16 24 201 201 201 201 201 201 201 201 201 201

36 124 124 124 124 124 124 124 124 124 12448 91 91 91 91 91 91 91 91 91 91

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 123: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ400 - Walls Cladding with Flexible Finish Vertical orientationDeflection criteria

Stud GreenGirt L/120(1) L/90(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 310 310 310 310 310 310 310 306 306 301

16 24 201 201 201 201 201 201 201 201 201 201

36 124 124 124 124 124 124 124 124 124 12448 91 91 91 91 91 91 91 91 91 91

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 124: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ400 - Walls Cladding with Brittle Finish Vertical orientationDeflection criteria

Stud GreenGirt L/240(1) L/120(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 157 157 157 157 157 157 157 157 157 157

16 24 105 105 105 105 105 105 105 105 105 105

36 79 79 79 79 79 79 79 79 79 7948 52 52 52 52 52 52 52 52 52 52

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 125: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ400 - Walls Cladding: Plaster, Stucco Finish, or Adhered Brick Veneer Vertical orientationDeflection criteria

Stud GreenGirt L/360(1) L/240(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 104 104 104 104 104 104 104 104 104 104

16 24 70 70 70 70 70 70 70 70 70 70

36 52 52 52 52 52 52 52 52 52 5248 35 35 35 35 35 35 35 35 35 35

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 126: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ400 - Walls Walls with Brick Veneer Vertical orientationDeflection criteria

Stud GreenGirt L/600(1) L/600(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 64 64 64 64 60 60 60 60 55 55

16 24 43 43 43 43 43 43 40 40 35 30

36 25 25 25 25 25 25 20 20 15 1548 20 20 20 20 15 15 15 15 10 10

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

GreenGirt has not been designed to support the dead load of a brick system.

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 127: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ450 - Walls Metal Formed Cladding Vertical orientationDeflection criteria

Stud GreenGirt L/90(1) L/60(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 311 311 311 311 311 311 311 311 311 311

16 24 191 191 191 191 191 191 191 191 191 191

36 115 115 115 115 115 115 115 115 115 11548 82 82 82 82 82 82 82 82 82 82

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 128: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ450 - Walls Cladding with Flexible Finish Vertical orientationDeflection criteria

Stud GreenGirt L/120(1) L/90(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 288 288 288 288 288 288 288 288 288 288

16 24 175 175 175 175 175 175 175 175 170 165

36 115 115 115 115 115 115 115 115 110 10948 82 82 82 82 82 82 82 80 80 75

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 129: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ450 - Walls Cladding with Brittle Finish Vertical orientationDeflection criteria

Stud GreenGirt L/240(1) L/120(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 140 140 140 140 140 140 140 140 140 140

16 24 90 90 90 90 90 90 90 90 90 90

36 70 70 70 70 70 70 70 70 70 7048 45 45 45 45 45 45 45 45 45 45

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 130: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ450 - Walls Cladding: Plaster, Stucco Finish, or Adhered Brick Veneer Vertical orientationDeflection criteria

Stud GreenGirt L/360(1) L/240(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 90 90 90 90 90 90 90 90 90 85

16 24 60 60 60 60 60 60 60 60 55 50

36 40 40 40 40 40 40 40 35 35 3048 30 30 30 25 25 25 25 25 20 15

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

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SZ450 - Walls Walls with Brick Veneer Vertical orientationDeflection criteria

Stud GreenGirt L/600(1) L/600(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 53 51 50 50 50 50 48 46 43 40

16 24 35 33 33 31 31 30 30 28 26 21

36 23 21 21 20 20 20 19 16 13 948 17 16 15 15 14 14 13 10 7 3

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

GreenGirt has not been designed to support the dead load of a brick system.

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

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SZ500 - Walls Metal Formed Cladding Vertical orientationDeflection criteria

Stud GreenGirt L/90(1) L/60(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 277 277 277 277 277 277 277 277 277 277

16 24 185 185 185 185 185 185 185 185 185 185

36 105 105 105 105 105 105 105 105 105 10548 72 72 72 72 72 72 72 72 72 72

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

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SZ500 - Walls Cladding with Flexible Finish Vertical orientationDeflection criteria

Stud GreenGirt L/120(1) L/90(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 207 207 207 207 207 207 207 207 207 207

16 24 138 138 138 138 138 138 138 138 138 138

36 104 104 104 104 104 104 104 104 104 10448 69 69 69 69 69 69 69 69 69 69

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

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SZ500 - Walls Cladding with Brittle Finish Vertical orientationDeflection criteria

Stud GreenGirt L/240(1) L/120(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 104 104 104 104 104 104 104 104 104 104

16 24 69 69 69 69 69 69 69 69 69 69

36 52 52 52 52 52 52 52 52 52 5248 35 35 35 35 35 35 35 35 35 35

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

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SZ500 - Walls Cladding: Plaster, Stucco Finish, or Adhered Brick Veneer Vertical orientationDeflection criteria

Stud GreenGirt L/360(1) L/240(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 69 69 69 69 69 69 69 69 69 69

16 24 46 46 46 46 46 46 46 46 46 46

36 35 35 35 35 30 30 30 25 20 2048 23 23 23 20 20 20 20 15 15 10

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

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SZ500 - Walls Walls with Brick Veneer Vertical orientationDeflection criteria

Stud GreenGirt L/600(1) L/600(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 42 42 42 42 42 42 42 42 40 36

16 24 28 28 28 28 28 28 28 27 23 19

36 15 14 14 13 12 11 10 8 4 X48 13 10 9 9 8 7 6 4 X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

GreenGirt has not been designed to support the dead load of a brick system.

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

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SZ550 - Walls Metal Formed Cladding Vertical orientationDeflection criteria

Stud GreenGirt L/90(1) L/60(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 245 245 245 245 245 245 245 245 245 245

16 24 160 160 160 160 160 160 160 160 160 160

36 96 96 96 96 96 96 96 96 96 9648 63 63 63 63 63 63 63 63 63 63

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

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SZ550 - Walls Cladding with Flexible Finish Vertical orientationDeflection criteria

Stud GreenGirt L/120(1) L/90(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 180 180 180 180 180 180 175 175 170 170

16 24 120 120 120 120 115 115 115 110 110 105

36 80 80 80 75 75 75 75 70 70 6548 60 60 55 55 55 55 55 50 45 45

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

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SZ550 - Walls Cladding with Brittle Finish Vertical orientationDeflection criteria

Stud GreenGirt L/240(1) L/120(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 95 95 95 95 95 95 95 95 95 95

16 24 60 60 60 60 60 60 60 60 60 60

36 45 45 45 45 45 45 45 45 45 4548 30 30 30 30 30 30 30 30 30 25

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

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SZ550 - Walls Cladding: Plaster, Stucco Finish, or Adhered Brick Veneer Vertical orientationDeflection criteria

Stud GreenGirt L/360(1) L/240(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 65 65 65 65 65 65 63 61 57 52

16 24 40 40 40 40 40 40 40 38 34 29

36 25 25 25 25 25 25 24 22 18 1448 20 20 20 19 19 19 17 14 10 6

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

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SZ550 - Walls Walls with Brick Veneer Vertical orientationDeflection criteria

Stud GreenGirt L/600(1) L/600(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 33 31 31 30 29 29 26 24 20 16

16 24 22 20 20 18 17 17 15 13 9 5

36 14 13 12 11 10 10 8 6 2 X48 10 9 8 7 6 6 4 2 X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

GreenGirt has not been designed to support the dead load of a brick system.

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

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SZ600 - Walls Metal Formed Cladding Vertical orientationDeflection criteria

Stud GreenGirt L/90(1) L/60(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 203 203 203 203 203 203 203 203 203 203

16 24 136 136 136 136 136 136 136 136 136 136

36 88 88 88 88 88 88 88 88 85 8248 55 55 55 55 55 55 55 55 55 55

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

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SZ600 - Walls Cladding with Flexible Finish Vertical orientationDeflection criteria

Stud GreenGirt L/120(1) L/90(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 153 153 153 150 145 145 145 140 140 135

16 24 102 102 102 95 95 90 90 90 85 85

36 76 76 75 70 65 60 60 55 55 5048 51 51 50 45 45 45 40 40 35 30

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

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SZ600 - Walls Cladding with Brittle Finish Vertical orientationDeflection criteria

Stud GreenGirt L/240(1) L/120(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 77 77 77 77 77 77 77 77 77 77

16 24 51 51 51 51 51 51 51 51 51 51

36 38 38 38 38 38 38 38 38 35 3048 26 26 26 26 26 26 26 25 25 20

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

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SZ600 - Walls Cladding: Plaster, Stucco Finish, or Adhered Brick Veneer Vertical orientationDeflection criteria

Stud GreenGirt L/360(1) L/240(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 51 51 51 50 50 50 50 45 40 35

16 24 34 34 34 34 34 30 30 25 20 20

36 20 20 20 20 20 20 15 15 10 548 17 17 17 17 15 10 10 10 5 X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

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SZ600 - Walls Walls with Brick Veneer Vertical orientationDeflection criteria

Stud GreenGirt L/600(1) L/600(2)

spacing spacing Cladding weight (psf)

(in.) (in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 31 29 29 28 27 27 23 21 17 11

16 24 21 19 18 17 16 16 13 11 4 1

36 13 12 11 10 9 9 6 4 X X48 9 8 7 6 5 4 3 X X X

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress or deflection criteria

Standard GreenGirt resin used

GreenGirt has not been designed to support the dead load of a brick system.

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

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SZ200 - Walls Metal Formed Cladding Vertical w/ hatsDeflection criteria

GreenGirt L/90(1) L/60(2)

spacing Cladding weight (psf)

(in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 522 522 522 522 522 522 522 522 522 520

24 348 348 348 348 348 348 348 348 348 344

36 232 232 232 232 232 232 232 232 231 22548 174 174 174 174 174 174 174 172 166 160

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 148: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ200 - Walls Cladding with Flexible Finish Vertical w/ hatsDeflection criteria

GreenGirt L/120(1) L/90(2)

spacing Cladding weight (psf)

(in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 522 522 522 522 522 522 522 522 522 520

24 348 348 348 348 348 348 348 348 348 344

36 232 232 232 232 232 232 232 232 231 22548 174 174 174 174 174 174 174 172 166 160

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 149: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ200 - Walls Cladding with Brittle Finish Vertical w/ hatsDeflection criteria

GreenGirt L/240(1) L/120(2)

spacing Cladding weight (psf)

(in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 522 522 522 522 522 522 522 522 522 520

24 348 348 348 348 348 348 348 348 348 344

36 232 232 232 232 232 232 232 232 231 22548 174 174 174 174 174 174 174 172 166 160

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 150: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ200 - Walls Cladding: Plaster, Stucco Finish, or Adhered Brick Veneer Vertical w/ hatsDeflection criteria

GreenGirt L/360(1) L/240(2)

spacing Cladding weight (psf)

(in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 522 522 522 522 522 522 522 522 522 520

24 348 348 348 348 348 348 348 348 348 344

36 232 232 232 232 232 232 232 232 231 22548 174 174 174 174 174 174 174 172 166 160

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 151: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ200 - Walls Walls with Brick Veneer Vertical w/ hatsDeflection criteria

GreenGirt L/600(1) L/600(2)

spacing Cladding weight (psf)

(in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 522 522 522 522 522 522 522 522 522 520

24 348 348 348 348 348 348 348 348 348 344

36 232 232 232 232 232 232 232 232 231 22548 174 174 174 174 174 174 174 172 166 158

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" O.C. and attached on both sides

Standard GreenGirt resin used

GreenGirt has not been designed to support the dead load of a brick system

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 152: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ250 - Walls Metal Formed Cladding Vertical w/ hatsDeflection criteria

GreenGirt L/90(1) L/60(2)

spacing Cladding weight (psf)

(in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 480 480 480 480 480 480 480 480 480 480

24 320 320 320 320 320 320 320 320 320 320

36 213 213 213 213 213 213 213 213 213 21348 160 160 160 160 160 160 160 160 155 152

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 153: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ250 - Walls Cladding with Flexible Finish Vertical w/ hatsDeflection criteria

GreenGirt L/120(1) L/90(2)

spacing Cladding weight (psf)

(in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 480 480 480 480 480 480 480 480 480 480

24 320 320 320 320 320 320 320 320 320 320

36 213 213 213 213 213 213 213 213 213 21348 160 160 160 160 160 160 160 160 155 152

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 154: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ250 - Walls Cladding with Brittle Finish Vertical w/ hatsDeflection criteria

GreenGirt L/240(1) L/120(2)

spacing Cladding weight (psf)

(in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 480 480 480 480 480 480 480 480 480 480

24 320 320 320 320 320 320 320 320 320 320

36 213 213 213 213 213 213 213 213 213 21348 160 160 160 160 160 160 160 160 155 152

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 155: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ250 - Walls Cladding: Plaster, Stucco Finish, or Adhered Brick Veneer Vertical w/ hatsDeflection criteria

GreenGirt L/360(1) L/240(2)

spacing Cladding weight (psf)

(in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 480 480 480 480 480 480 480 480 480 480

24 320 320 320 320 320 320 320 320 320 320

36 213 213 213 213 213 213 213 213 213 21348 160 160 160 160 160 160 160 160 155 152

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 156: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ250 - Walls Walls with Brick Veneer Vertical w/ hatsDeflection criteria

GreenGirt L/600(1) L/600(2)

spacing Cladding weight (psf)

(in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 480 480 480 480 480 480 480 480 480 480

24 320 320 320 320 320 320 320 320 320 320

36 213 213 213 213 213 213 213 213 213 21348 160 160 160 160 160 160 160 160 155 152

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" O.C. and attached on both sides

Standard GreenGirt resin used

GreenGirt has not been designed to support the dead load of a brick system

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 157: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ300 - Walls Metal Formed Cladding Vertical w/ hatsDeflection criteria

GreenGirt L/90(1) L/60(2)

spacing Cladding weight (psf)

(in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 466 466 466 466 466 466 466 466 466 466

24 311 311 311 311 311 311 311 311 311 311

36 207 207 207 207 207 207 207 207 207 20348 155 155 155 155 155 155 155 155 148 136

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 158: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ300 - Walls Cladding with Flexible Finish Vertical w/ hatsDeflection criteria

GreenGirt L/120(1) L/90(2)

spacing Cladding weight (psf)

(in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 466 466 466 466 466 466 466 466 466 466

24 311 311 311 311 311 311 311 311 311 311

36 207 207 207 207 207 207 207 207 207 20348 155 155 155 155 155 155 155 155 148 136

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 159: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ300 - Walls Cladding with Brittle Finish Vertical w/ hatsDeflection criteria

GreenGirt L/240(1) L/120(2)

spacing Cladding weight (psf)

(in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 466 466 466 466 466 466 466 466 466 466

24 311 311 311 311 311 311 311 311 311 311

36 207 207 207 207 207 207 207 207 207 20348 155 155 155 155 155 155 155 155 148 136

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 160: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ300 - Walls Cladding: Plaster, Stucco Finish, or Adhered Brick Veneer Vertical w/ hatsDeflection criteria

GreenGirt L/360(1) L/240(2)

spacing Cladding weight (psf)

(in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 466 466 466 466 466 466 466 466 466 466

24 311 311 311 311 311 311 311 311 311 311

36 207 207 207 207 207 207 207 207 207 20348 155 155 155 155 155 155 155 155 148 136

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 161: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ300 - Walls Walls with Brick Veneer Vertical w/ hatsDeflection criteria

GreenGirt L/600(1) L/600(2)

spacing Cladding weight (psf)

(in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 466 466 466 466 466 466 466 466 466 466

24 311 311 311 311 311 311 311 311 311 309

36 207 207 207 207 207 207 207 207 199 18448 155 155 155 155 155 155 155 153 145 121

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" O.C. and attached on both sides

Standard GreenGirt resin used

GreenGirt has not been designed to support the dead load of a brick system

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 162: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ350 - Walls Metal Formed Cladding Vertical w/ hatsDeflection criteria

GreenGirt L/90(1) L/60(2)

spacing Cladding weight (psf)

(in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 450 450 450 450 450 450 450 450 450 450

24 300 300 300 300 300 300 300 300 300 300

36 200 200 200 200 200 200 200 200 200 20048 150 150 150 150 150 150 150 150 144 132

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 163: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ350 - Walls Cladding with Flexible Finish Vertical w/ hatsDeflection criteria

GreenGirt L/120(1) L/90(2)

spacing Cladding weight (psf)

(in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 450 450 450 450 450 450 450 450 450 450

24 300 300 300 300 300 300 300 300 300 300

36 200 200 200 200 200 200 200 200 200 20048 150 150 150 150 150 150 150 150 144 132

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 164: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ350 - Walls Cladding with Brittle Finish Vertical w/ hatsDeflection criteria

GreenGirt L/240(1) L/120(2)

spacing Cladding weight (psf)

(in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 450 450 450 450 450 450 450 450 450 450

24 300 300 300 300 300 300 300 300 300 300

36 200 200 200 200 200 200 200 200 200 20048 150 150 150 150 150 150 150 150 144 132

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 165: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ350 - Walls Cladding: Plaster, Stucco Finish, or Adhered Brick Veneer Vertical w/ hatsDeflection criteria

GreenGirt L/360(1) L/240(2)

spacing Cladding weight (psf)

(in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 450 450 450 450 450 450 450 450 450 450

24 300 300 300 300 300 300 300 300 300 300

36 200 200 200 200 200 200 200 200 200 20048 150 150 150 150 150 150 150 150 144 132

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 166: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ350 - Walls Walls with Brick Veneer Vertical w/ hatsDeflection criteria

GreenGirt L/600(1) L/600(2)

spacing Cladding weight (psf)

(in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 450 450 450 450 450 450 450 450 450 450

24 300 300 300 300 300 300 300 300 300 300

36 200 200 200 200 200 200 200 200 186 17748 150 150 150 150 150 150 150 150 137 114

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" O.C. and attached on both sides

Standard GreenGirt resin used

GreenGirt has not been designed to support the dead load of a brick system

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 167: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ400 - Walls Metal Formed Cladding Vertical w/ hatsDeflection criteria

GreenGirt L/90(1) L/60(2)

spacing Cladding weight (psf)

(in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 436 436 436 436 436 436 436 436 436 436

24 291 291 291 291 291 291 291 291 291 291

36 194 194 194 194 194 194 194 194 194 19448 146 146 146 146 146 146 146 146 137 125

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 168: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ400 - Walls Cladding with Flexible Finish Vertical w/ hatsDeflection criteria

GreenGirt L/120(1) L/90(2)

spacing Cladding weight (psf)

(in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 436 436 436 436 436 436 436 436 436 436

24 291 291 291 291 291 291 291 291 291 291

36 194 194 194 194 194 194 194 194 194 19448 146 146 146 146 146 146 146 146 137 125

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 169: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ400 - Walls Cladding with Brittle Finish Vertical w/ hatsDeflection criteria

GreenGirt L/240(1) L/120(2)

spacing Cladding weight (psf)

(in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 436 436 436 436 436 436 436 436 436 436

24 291 291 291 291 291 291 291 291 291 291

36 194 194 194 194 194 194 194 194 194 19448 146 146 146 146 146 146 146 146 137 125

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 170: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ400 - Walls Cladding: Plaster, Stucco Finish, or Adhered Brick Veneer Vertical w/ hatsDeflection criteria

GreenGirt L/360(1) L/240(2)

spacing Cladding weight (psf)

(in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 436 436 436 436 436 436 436 436 436 436

24 291 291 291 291 291 291 291 291 291 291

36 194 194 194 194 194 194 194 194 194 19448 146 146 146 146 146 146 146 146 137 125

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 171: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ400 - Walls Walls with Brick Veneer Vertical w/ hatsDeflection criteria

GreenGirt L/600(1) L/600(2)

spacing Cladding weight (psf)

(in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 436 436 436 436 436 436 436 436 436 436

24 291 291 291 291 291 291 291 291 291 285

36 194 194 194 194 194 194 194 194 178 16448 146 146 146 146 146 146 146 139 115 90

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" O.C. and attached on both sides

Standard GreenGirt resin used

GreenGirt has not been designed to support the dead load of a brick system

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 172: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ450 - Walls Metal Formed Cladding Vertical w/ hatsDeflection criteria

GreenGirt L/90(1) L/60(2)

spacing Cladding weight (psf)

(in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 419 419 419 419 419 419 419 419 419 419

24 279 279 279 279 279 279 279 279 279 279

36 186 186 186 186 186 186 186 186 186 18648 139 139 139 139 139 139 139 139 130 118

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 173: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ450 - Walls Cladding with Flexible Finish Vertical w/ hatsDeflection criteria

GreenGirt L/120(1) L/90(2)

spacing Cladding weight (psf)

(in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 419 419 419 419 419 419 419 419 419 419

24 279 279 279 279 279 279 279 279 279 279

36 186 186 186 186 186 186 186 186 186 18648 139 139 139 139 139 139 139 139 130 118

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 174: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ450 - Walls Cladding with Brittle Finish Vertical w/ hatsDeflection criteria

GreenGirt L/240(1) L/120(2)

spacing Cladding weight (psf)

(in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 419 419 419 419 419 419 419 419 419 419

24 279 279 279 279 279 279 279 279 279 279

36 186 186 186 186 186 186 186 186 186 18648 139 139 139 139 139 139 139 139 130 118

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 175: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ450 - Walls Cladding: Plaster, Stucco Finish, or Adhered Brick Veneer Vertical w/ hatsDeflection criteria

GreenGirt L/360(1) L/240(2)

spacing Cladding weight (psf)

(in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 419 419 419 419 419 419 419 419 419 419

24 279 279 279 279 279 279 279 279 279 279

36 186 186 186 186 186 186 186 186 186 18648 139 139 139 139 139 139 139 139 130 118

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 176: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ450 - Walls Walls with Brick Veneer Vertical w/ hatsDeflection criteria

GreenGirt L/600(1) L/600(2)

spacing Cladding weight (psf)

(in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 419 419 419 419 419 419 419 419 419 419

24 279 279 279 279 279 279 279 279 279 279

36 186 186 186 186 186 186 186 186 171 15848 139 139 139 139 139 139 139 132 108 82

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" O.C. and attached on both sides

Standard GreenGirt resin used

GreenGirt has not been designed to support the dead load of a brick system

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 177: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ500 - Walls Metal Formed Cladding Vertical w/ hatsDeflection criteria

GreenGirt L/90(1) L/60(2)

spacing Cladding weight (psf)

(in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 401 401 401 401 401 401 401 401 401 401

24 267 267 267 267 267 267 267 267 267 267

36 178 178 178 178 178 178 178 178 178 17848 133 133 133 133 133 133 133 133 122 111

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 178: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ500 - Walls Cladding with Flexible Finish Vertical w/ hatsDeflection criteria

GreenGirt L/120(1) L/90(2)

spacing Cladding weight (psf)

(in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 401 401 401 401 401 401 401 401 401 401

24 267 267 267 267 267 267 267 267 267 267

36 178 178 178 178 178 178 178 178 178 17848 133 133 133 133 133 133 133 133 122 111

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 179: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ500 - Walls Cladding with Brittle Finish Vertical w/ hatsDeflection criteria

GreenGirt L/240(1) L/120(2)

spacing Cladding weight (psf)

(in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 401 401 401 401 401 401 401 401 401 401

24 267 267 267 267 267 267 267 267 267 267

36 178 178 178 178 178 178 178 178 178 17848 133 133 133 133 133 133 133 133 122 111

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 180: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ500 - Walls Cladding: Plaster, Stucco Finish, or Adhered Brick Veneer Vertical w/ hatsDeflection criteria

GreenGirt L/360(1) L/240(2)

spacing Cladding weight (psf)

(in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 401 401 401 401 401 401 401 401 401 401

24 267 267 267 267 267 267 267 267 267 267

36 178 178 178 178 178 178 178 178 178 17848 133 133 133 133 133 133 133 133 122 111

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 181: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ500 - Walls Walls with Brick Veneer Vertical w/ hatsDeflection criteria

GreenGirt L/600(1) L/600(2)

spacing Cladding weight (psf)

(in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 401 401 401 401 401 401 401 401 401 401

24 267 217 214 211 209 206 201 191 171 150

36 178 145 143 141 138 135 129 115 92 7448 133 110 107 105 100 96 93 81 63 36

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" O.C. and attached on both sides

Standard GreenGirt resin used

GreenGirt has not been designed to support the dead load of a brick system

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 182: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ550 - Walls Metal Formed Cladding Vertical w/ hatsDeflection criteria

GreenGirt L/90(1) L/60(2)

spacing Cladding weight (psf)

(in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 383 383 383 383 383 383 383 383 383 383

24 255 255 255 255 255 255 255 255 255 255

36 170 170 170 170 170 170 170 170 170 17048 127 127 127 127 127 127 127 127 115 102

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 183: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ550 - Walls Cladding with Flexible Finish Vertical w/ hatsDeflection criteria

GreenGirt L/120(1) L/90(2)

spacing Cladding weight (psf)

(in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 383 383 383 383 383 383 383 383 383 383

24 255 255 255 255 255 255 255 255 255 255

36 170 170 170 170 170 170 170 170 170 17048 127 127 127 127 127 127 127 127 115 102

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 184: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ550 - Walls Cladding with Brittle Finish Vertical w/ hatsDeflection criteria

GreenGirt L/240(1) L/120(2)

spacing Cladding weight (psf)

(in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 383 383 383 383 383 383 383 383 383 383

24 255 255 255 255 255 255 255 255 255 255

36 170 170 170 170 170 170 170 170 170 17048 127 127 127 127 127 127 127 127 115 102

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 185: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ550 - Walls Cladding: Plaster, Stucco Finish, or Adhered Brick Veneer Vertical w/ hatsDeflection criteria

GreenGirt L/360(1) L/240(2)

spacing Cladding weight (psf)

(in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 383 383 383 383 383 383 383 383 383 383

24 255 255 255 255 255 255 255 255 255 255

36 170 170 170 170 170 170 170 170 170 17048 127 127 127 127 127 127 127 127 115 102

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 186: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ550 - Walls Walls with Brick Veneer Vertical w/ hatsDeflection criteria

GreenGirt L/600(1) L/600(2)

spacing Cladding weight (psf)

(in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 383 383 383 383 383 383 383 383 360 344

24 255 204 202 200 197 194 190 181 162 138

36 170 137 134 132 130 127 118 102 80 5948 127 98 96 93 89 84 80 67 50 18

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" O.C. and attached on both sides

Standard GreenGirt resin used

GreenGirt has not been designed to support the dead load of a brick system

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 187: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ600 - Walls Metal Formed Cladding Vertical w/ hatsDeflection criteria

GreenGirt L/90(1) L/60(2)

spacing Cladding weight (psf)

(in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 368 368 368 368 368 368 368 368 368 368

24 245 245 245 245 245 245 245 245 245 245

36 163 163 163 163 163 163 163 163 163 16348 122 122 122 122 122 122 122 122 105 93

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 188: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ600 - Walls Cladding with Flexible Finish Vertical w/ hatsDeflection criteria

GreenGirt L/120(1) L/90(2)

spacing Cladding weight (psf)

(in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 368 368 368 368 368 368 368 368 368 368

24 245 245 245 245 245 245 245 245 245 245

36 163 163 163 163 163 163 163 163 163 16348 122 122 122 122 122 122 122 122 105 93

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 189: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ600 - Walls Cladding with Brittle Finish Vertical w/ hatsDeflection criteria

GreenGirt L/240(1) L/120(2)

spacing Cladding weight (psf)

(in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 368 368 368 368 368 368 368 368 368 368

24 245 245 245 245 245 245 245 245 245 245

36 163 163 163 163 163 163 163 163 163 16348 122 122 122 122 122 122 122 122 105 93

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 190: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ600 - Walls Cladding: Plaster, Stucco Finish, or Adhered Brick Veneer Vertical w/ hatsDeflection criteria

GreenGirt L/360(1) L/240(2)

spacing Cladding weight (psf)

(in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 368 368 368 368 368 368 368 368 368 368

24 245 245 245 245 245 245 245 245 245 245

36 163 163 163 163 163 163 163 163 163 16348 122 122 122 122 122 122 122 122 105 93

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" and attached on both sides

Standard GreenGirt resin used

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016

Page 191: GREENgirt SPAN TABLES - smartcisystems.comsmartcisystems.com/wp-content/uploads/2017/08/GRE... · Radii of Gyration rx = 1.94751” ; ry = 0.577350” Notes: Yield Stress : 30,000

SZ600 - Walls Walls with Brick Veneer Vertical w/ hatsDeflection criteria

GreenGirt L/600(1) L/600(2)

spacing Cladding weight (psf)

(in.) 0 3 5 7 9 10 15 20 30 40

W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf) W(3) (psf)

16 368 368 368 368 368 368 368 368 352 333

24 245 195 194 192 189 186 182 173 153 129

36 163 126 125 123 121 117 109 95 71 5048 122 89 87 85 79 75 72 60 44 10

(1) 0.42 * Wind Load for allowable lateral load external wall pressure, only used for 0 psf cladding weight (IBC 2012)

(2) 0.42 * Wind Load + Dead Load for allowable lateral load external wall pressure

(3) Allowable wind load is on components and cladding from ASCE 7-10

(**) Span Table is based on the following material properties: E: Modulus of elasticity = 2000000 psi

Safety Factor for allowable Bending Stress: 4 Fu: Max material strength (30 ksi)

(Max allowable stress = 7.5 ksi) Poisson's Ratio: 0.3

Allowable wind load controlled by bending stress or deflection

X: Fails in stress and/or deflection criteria

16 Ga. hats with 1" flange used at 16" O.C. and attached on both sides

Standard GreenGirt resin used

GreenGirt has not been designed to support the dead load of a brick system

For large cladding point loads or those spaced beyond 16" O.C., consult A2P

11/3/2016