load table .1.1 roof technical information...a lower load factor for wind of 1.4, instead of 1.5 for...
TRANSCRIPT
CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468
AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y
westmansteel.com03.01.17Load Table
Roof Technical Information
General - Presented in the load tables are maximum uniformly distributed specified loads.
Steel - Conforms to ASTM A653/A653M or A792/A792M. Grade 33/230; Yield stress 33 ksi/230 MPa and tensile stress 45 ksi/310 MPa. Grade 50 /345; Yield stress 50 ksi/345 MPa and tensile stress 65 ksi/450 MPa; Grade 80 /550; Yield stress 80 ksi/550 MPa and tensile stress 82 ksi/565 MPa.
Finishes - A25/ZF75, G90/Z275 or AZ50/AZM150. For heavier metallic coatings, refer to ASTM A653/A653M or A792/A792M.
Load Tables - The following information regarding the determination of the specified wind and snow loads is contained in the 2010 Edition of the National Building Code of Canada (NBCC). Importance factors are applied to both strength (ULS) and serviceability/deflection (SLS) limit state design considerations. A lower load factor for wind of 1.4, instead of 1.5 for live and snow loads, is now being used. This lower load factor for wind somewhat offsets the higher wind loads (1 in 50 year return) that are now listed in the NBCC by geographic location. The importance category of the end use of the building/structure must also be recognized, such as Normal or Low.
All of this will impact how the load tables are to be used. In an effort to help the design professional with the load tables, the information below was taken directly from Division B, Part 4 (Structural Design) of the NBCC.
Specified Wind Load
W = Iw qCeCgCp [1]
Importance Category Importance Factor, Iw
ULS SLS Low 0.8 0.75 Normal 1.0 0.75 High 1.15 0.75 Post-Disaster 1.25 0.75
Specified Snow Load
S = Is [Ss (Cb Cw Cs Ca) + Sr] [2]
Importance Category Importance Factor, Iw
ULS SLS Low 0.8 0.9 Normal 1.0 0.9 High 1.15 0.9 Post-Disaster 1.25 0.9
The importance factors, Iw and Is, have been incorporated in the load tables, as well as the importance category. The parameters in the boxed-in portion of Equations [1] and [2] must be determined by the design professional in accordance with the NBCC.
Strength - The maximum uniformly distributed specified load based on strength in the load table must be equal to or greater than (Specified live load + 0.833 times the specified dead load). Where 0.833 = 1.25/1.5. The specified live load can be either due to use and occupancy or snow load. In cases where live load and snow load act together, the load combination factors in the NBCC must be followed.
Serviceability (Deflection) - The maximum uniformly distributed specified load based on deflection in the load table must be equal to or greater than the specified live load. The effective moment of inertia for deflection determination was calculated at an assumed specified live load stress of 0.6Fy.
EXAMPLE (Use of Load Table)
Deckmate Roof (Normal Importance Category)
Given: (Imperial units)
(LLF = 1.5 and Is = 0.9)~ Deck thickness, t = 0.024 in~ Triple span continuous, L = 6.0 ft each span~ Bearing length, N = 3 in~ L/240 deflection limit~ Specified Loads 1) Dead load (DL) a) Deck 1.36 psf b) Superimposed 9.50 psf; DL = 10.86 psf 2) Snow Live load (LL) LL = 40 psf
The live load is the value of the boxed-in portion of the specified snow load expression [2].
Solution:Strength “S”1) Specified load [LL +0.833DL] = 49.0 psf2) Maximum specified load (from Load Table) Is 59 psf Since 59 > 49.0 ... OK3) Check web crippling (N = 3 in) a) End reaction = 0.400(49.0)6 = 118 lb/ft (from section property table) Pe = Pe1 + Pe2 [N/t]1/2
= 102 + 25.5[3/0.024]1/2 = 387 lb/ft Since 387 > 118 ... OK b) Interior reaction = 1.10(49.0)6 = 323 lb/ft (from section property table) Pi = Pi1 + Pi2 [N/t]1/2
= 197 + 33.4[3/0.024]1/2 = 570 lb/ft Since 570 > 323 ... OKDeflection “D”From table L/180 = 113 psfFor L/240, multiply 113 by 180/240 = 84.8 psfSince 84.8 > 40 ... OK
CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468
AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y
westmansteel.com03.01.17
1. Based on ASTM A 653 structural steel.
2. Values in row “S” are based on strength.
3. Valuesinrow“D”arebasedondeflectionof1/180th span.
4. Web crippling not included in strength calculation. See example.
5. Limit States Design principles were used in accordance with CSA Standard S136-12.
Load Table | ImperialAWR Roof Profile
1-SpanBase Steel Thickness
(inches)
3-SpanBase Steel Thickness
(inches)
2-SpanBase Steel Thickness
(inches)
LIMIT STATES DESIGN
2.02.02.52.53.03.03.53.54.04.04.54.55.05.05.55.56.06.06.56.57.07.07.57.58.08.0
SDSDSDSDSDSDSDSDSDSDSDSDSD
LOAD TABLE | Maximum Uniformly Distributed Specified Loads (psf).
SECTION PROPERTIES | Per Foot of Width
Base SteelThickness(inches)
Weight [G90](psf)
Yield Stress(ksi)
DeflectionMomentofInertia
(in4)
SpecifiedWebCripplingData
LLF = 1.50; IMPF = 0.90; NORMAL OCCUPANCY = 1.0
Pe1End (lb)
Pe2End (lb)
Pi1Interior(lb)
Pi1Interior(lb)
Section ModulusMidspan
(in3)Support
(in3)
SpanLength(ft)
0.013550
0.018033
0.018050
0.018080
0.024033
0.030033
0.013550
0.018033
0.018050
0.018080
0.024033
0.030033
0.013550
0.018033
0.018050
0.018080
0.024033
0.030033
13437586
192601114470334726332124181815141311119
10786
13452786
27060
15644983466264621341825152013151112101088
19252212326785
155639748653846313325252119181516121410128
22351614326499
153739656654445363330252519211518121610148
18870112135984
20861
131478837623045253421261820151613131211
23487515044810425977
16359
10946773756314226322226192017171514
11090070
46149
26736
16827112227918581443123310269
218
177
14
113126473
64750
37537
23628
1582211118811561134711379
298
247
20
163125210464173
37153
23441
156321102680226018461536132912241020
187123912063483
36761
23147
15537
1093079256021461836152913231219
157168310186270
49951
31439
21031
14825
108218117621549133911321026
2022101129
107690
62266
39251
26340
18432
13427
10122781961174914401333
13770988
36361
21045
13234892762224518341526132111171013911
14299691
51063
29546
18635
12428872364194816371329122310199
16
20498613150591
29267
18451
12340873363274723371929172315191315
23497615050010428976
18259
12246863762314726362228192317191515
196132512667987
39364
24749
166391163185266422491939163114251221
253165416284711249083
30963
20750
14540
106338028612448213918311626
0.01350.01800.01800.01800.02400.0300
0.720.940.940.941.231.53
503350803333
0.02680.04060.03850.03760.05710.0710
0.02190.03430.03260.03150.04760.0613
0.03090.04350.04300.04260.05790.0722
19.324.236.643.545.473.5
4.826.049.1510.911.318.4
37.546.870.984.487.6142
6.387.9612.114.314.924.1
36" | 914mm COVERAGE
1" | 25mm 12" | 305mm
33/32” | 79mm
11/4” | 32mm
COLOUR
Y.S.* (ksi)
* Y.S. = Yield Strength
CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468
AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y
westmansteel.com03.01.17
1. Based on ASTM A 653 structural steel.
2. Values in row “S” are based on strength.
3. Valuesinrow“D”arebasedondeflectionof1/180th span.
4. Web crippling not included in strength calculation. See example.
5. Limit States Design principles were used in accordance with CSA Standard S136-12.
Load Table | MetricAWR Roof Profile
1-SpanBase Steel Thickness
(mm)
3-SpanBase Steel Thickness
(mm)
2-SpanBase Steel Thickness
(mm)
LIMIT STATES DESIGN
1.01.01.21.21.41.41.61.61.81.82.02.02.22.22.42.42.62.62.82.83.03.0
SDSDSDSDSDSDSDSDSDSDSD
LOAD TABLE | Maximum Uniformly Distributed Specified Loads (kPa).
SECTION PROPERTIES | Per Metre of Width
Base SteelThickness
(mm)Mass [Z275]
(kg/m2)Yield Stress
(MPa)Deflection
MomentofInertia(x106 mm4)
SpecifiedWebCripplingData
LLF = 1.50; IMPF = 0.90; NORMAL OCCUPANCY = 1.0
Pe1End (kN)
Pe2End (kN)
Pi1Interior(kN)
Pi1Interior(kN)
Section ModulusMidspan(x103 mm3)
Support(x103 mm3)
SpanLength
(m)0.343345
0.457230
0.457345
0.457550
0.610230
0.762230
0.343345
0.457230
0.457345
0.457550
0.610230
0.762230
0.343345
0.457230
0.457345
0.457550
0.610230
0.762230
2.394.071.662.351.221.480.930.990.740.700.600.510.490.380.410.290.350.230.300.190.270.15
2.415.711.673.311.232.080.941.390.740.980.600.710.500.540.420.410.360.330.310.260.270.21
3.425.662.383.271.752.061.341.381.060.970.860.710.710.530.590.410.510.320.440.260.380.21
4.005.602.783.242.042.041.561.371.230.961.000.700.830.530.690.400.590.320.510.250.440.21
3.397.612.354.401.732.771.321.861.051.300.850.950.700.710.590.550.500.430.430.350.380.28
4.219.492.935.492.153.461.652.321.301.631.051.190.870.890.730.690.620.540.540.430.470.35
1.959.761.365.651.003.560.762.380.601.670.491.220.400.920.340.710.290.560.250.440.220.36
2.0413.71.417.941.045.000.803.350.632.350.511.710.421.290.350.990.300.780.260.620.230.51
2.9113.62.027.861.484.951.143.310.902.330.731.700.601.280.500.980.430.770.370.620.320.50
3.3513.42.337.771.714.901.313.281.032.300.841.680.691.260.580.970.500.760.430.610.370.50
2.8218.31.9610.61.446.651.104.460.873.130.712.280.581.710.491.320.421.040.360.830.310.68
3.6322.82.5213.21.858.301.425.561.123.910.912.850.752.140.631.650.541.300.461.040.400.84
2.447.691.694.451.242.800.951.880.751.320.610.960.500.720.420.560.360.440.310.350.270.28
2.5510.81.776.251.303.940.992.640.791.850.641.350.531.010.440.780.380.610.320.490.280.40
3.6310.72.526.191.853.901.422.611.121.830.911.340.751.000.630.770.540.610.460.490.400.40
4.1910.62.916.122.143.861.632.581.291.811.051.320.860.990.730.770.620.600.530.480.470.39
3.5314.42.458.321.805.241.383.511.092.470.881.800.731.350.611.040.520.820.450.650.390.53
4.5418.03.1510.42.326.541.774.381.403.081.142.240.941.690.791.300.671.020.580.820.500.66
0.3430.4570.4570.4570.6100.762
3.514.594.594.596.027.46
345230345550230230
1.442.182.072.023.073.82
1.181.851.761.692.563.29
0.04230.05940.05880.05820.07900.0987
0.2820.3560.5350.6390.6691.08
0.0700.0890.1340.1600.1670.271
0.5480.6911.041.241.292.09
0.0930.1170.1760.2110.2200.355
36" | 914mm COVERAGE
1" | 25mm 12" | 305mm
33/32” | 79mm
11/4” | 32mm
COLOUR
* Y.S. = Yield Strength
Y.S.* (MPa)
CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468
AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y
westmansteel.com03.01.17
1. Based on ASTM A 653 structural steel.
2. Values in row “S” are based on strength.
3. Valuesinrow“D”arebasedondeflectionof1/180th span.
4. Web crippling not included in strength calculation. See example.
5. Limit States Design principles were used in accordance with CSA Standard S136-12.
Load Table | Imperial936 Roof Profile
1-SpanBase Steel Thickness
(inches)
3-SpanBase Steel Thickness
(inches)
2-SpanBase Steel Thickness
(inches)
LIMIT STATES DESIGN
1.51.52.02.02.52.53.03.03.53.54.04.04.54.55.05.0
SDSDSDSDSDSDSDSD
LOAD TABLE | Maximum Uniformly Distributed Specified Loads (psf).
SECTION PROPERTIES | Per Foot of Width
Base SteelThickness(inches)
Weight [G90](psf)
Yield Stress(ksi)
DeflectionMomentofInertia
(in4)
SpecifiedWebCripplingData
LLF = 1.50; IMPF = 0.90; NORMAL OCCUPANCY = 1.0
Pe1End (lb)
Pe2End (lb)
Pi1Interior(lb)
Pi1Interior(lb)
Section ModulusMidspan
(in3)Support
(in3)
SpanLength(ft)
0.013580
0.018050
0.013580
0.018050
0.013580
0.018050
11618465774240292321141610137
105
14525081
1065254363127202013169
137
10344058
186379526551935142311169
12
12760171
25446
13032752347183214221116
12934772
14646753243242718181413129
15947389
20057
10240592937222518181413
0.01350.0180
0.680.88
8050
0.01080.0163
0.00970.0143
0.00640.0087
35.054.3
8.7613.6
64.0100
10.917.0
36" | 914mm COVERAGE
9" | 229mm 3/4” | 19mm
13/4" | 44mm
5/8" | 16mm
COLOUR
Y.S.* (ksi)
* Y.S. = Yield Strength
CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468
AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y
westmansteel.com03.01.17
1. Based on ASTM A 653 structural steel.
2. Values in row “S” are based on strength.
3. Valuesinrow“D”arebasedondeflectionof1/180th span.
4. Web crippling not included in strength calculation. See example.
5. Limit States Design principles were used in accordance with CSA Standard S136-12.
Load Table | Metric936 Roof Profile
1-SpanBase Steel Thickness
(mm)
3-SpanBase Steel Thickness
(mm)
2-SpanBase Steel Thickness
(mm)
LIMIT STATES DESIGN
0.50.50.60.60.80.81.01.01.21.21.41.41.61.6
SDSDSDSDSDSDSD
LOAD TABLE | Maximum Uniformly Distributed Specified Loads (kPa).
SECTION PROPERTIES | Per Metre of Width
Base SteelThickness
(mm)Mass [Z275]
(kg/m2)Yield Stress
(MPa)Deflection
MomentofInertia(x106 mm4)
SpecifiedWebCripplingData
LLF = 1.50; IMPF = 0.90; NORMAL OCCUPANCY = 1.0
Pe1End (kN)
Pe2End (kN)
Pi1Interior(kN)
Pi1Interior(kN)
Section ModulusMidspan(x103 mm3)
Support(x103 mm3)
SpanLength
(m)0.343550
0.457345
0.343550
0.457345
0.343550
0.457345
4.626.723.213.891.801.641.160.840.800.490.590.310.450.21
5.809.174.035.312.272.241.451.151.010.660.740.420.570.28
4.1116.12.869.331.613.941.032.020.711.170.520.730.400.49
5.0922.03.5312.71.995.371.272.750.881.590.651.000.500.67
5.1412.73.577.352.013.101.291.590.890.920.660.580.500.39
6.3617.34.4210.02.484.231.592.171.101.250.810.790.620.53
0.3430.457
3.304.31
550345
0.5830.876
0.5190.768
0.00870.0119
0.5100.792
0.1270.198
0.9321.46
0.1580.248
36" | 914mm COVERAGE
9" | 229mm 3/4” | 19mm
13/4" | 44mm
5/8" | 16mm
COLOUR
* Y.S. = Yield Strength
Y.S.* (MPa)
CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468
AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y
westmansteel.com03.01.17
1. Based on ASTM A 653 structural steel.
2. Values in row “S” are based on strength.
3. Valuesinrow“D”arebasedondeflectionof1/180th span.
4. Web crippling not included in strength calculation. See example.
5. Limit States Design principles were used in accordance with CSA Standard S136-12.
Load Table | Imperial1/2” Corrugated Roof Profile
1-SpanBase Steel Thickness
(inches)
3-SpanBase Steel Thickness
(inches)
2-SpanBase Steel Thickness
(inches)
LIMIT STATES DESIGN
1.51.52.02.02.52.53.03.03.53.54.04.04.54.55.05.05.55.5
SDSDSDSDSDSDSDSDSD
LOAD TABLE | Maximum Uniformly Distributed Specified Loads (psf).
SECTION PROPERTIES | Per Foot of Width
Base SteelThickness(inches)
Weight [G90](psf)
Yield Stress(ksi)
DeflectionMomentofInertia
(in4)
SpecifiedWebCripplingData
LLF = 1.50; IMPF = 0.90; NORMAL OCCUPANCY = 1.0
Pe1End (lb)
Pe2End (lb)
Pi1Interior(lb)
Pi1Interior(lb)
Section ModulusMidspan
(in3)Support
(in3)
SpanLength(ft)
0.013580
0.018033
0.018050
0.024033
0.013580
0.018033
0.018050
0.024033
0.013580
0.018033
0.018050
0.024033
19213010855692848163510
1381697771503634212513
20916911771753652213813
178218100926447452733172511
19231110813169674839352427162112
13840578
171508734512532192115151211
209405117171758752513832292123151911
17852310022164113456533412528201916141311
2402451351038753603144193413
17231997
13562694340322524171912
26131914713594696540482537172912
223412125174808956514132312225152011
0.01350.01800.01800.0240
0.650.850.851.11
80335033
0.01800.02350.02350.0304
0.01800.02350.02350.0304
0.00450.00590.00590.0076
342/3" | 881mm Wall Application32” | 813mm Roof Application (overlap 2 ribs)
21/4" | 57mm1/2” | 13mm
COLOUR
Y.S.* (ksi)
* Y.S. = Yield Strength
CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468
AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y
westmansteel.com03.01.17
1. Based on ASTM A 653 structural steel.
2. Values in row “S” are based on strength.
3. Valuesinrow“D”arebasedondeflectionof1/180th span.
4. Web crippling not included in strength calculation. See example.
5. Limit States Design principles were used in accordance with CSA Standard S136-12.
Load Table | Metric1/2” Corrugated Roof Profile
1-SpanBase Steel Thickness
(mm)
3-SpanBase Steel Thickness
(mm)
2-SpanBase Steel Thickness
(mm)
LIMIT STATES DESIGN
0.50.50.60.60.80.81.01.01.21.21.41.41.61.6
SDSDSDSDSDSDSD
LOAD TABLE | Maximum Uniformly Distributed Specified Loads (kPa).
SECTION PROPERTIES | Per Metre of Width
Base SteelThickness
(mm)Mass [Z275]
(kg/m2)Yield Stress
(MPa)Deflection
MomentofInertia(x106 mm4)
SpecifiedWebCripplingData
LLF = 1.50; IMPF = 0.90; NORMAL OCCUPANCY = 1.0
Pe1End (kN)
Pe2End (kN)
Pi1Interior(kN)
Pi1Interior(kN)
Section ModulusMidspan(x103 mm3)
Support(x103 mm3)
SpanLength
(m)0.343550
0.457230
0.457345
0.610230
0.343550
0.457230
0.457345
0.610230
0.343550
0.457230
0.457345
0.610230
7.684.745.332.743.001.161.920.59
5.586.183.873.572.181.511.390.77
8.376.185.813.573.271.512.090.77
7.217.985.014.622.821.951.801.001.250.58
7.6811.45.336.583.002.781.921.421.330.820.980.52
5.5814.83.878.582.183.621.391.850.971.070.710.68
8.3714.85.818.583.273.622.091.851.451.071.070.68
7.2119.25.0111.12.824.681.802.391.251.390.920.870.700.58
9.608.966.675.193.752.192.401.121.670.65
6.9711.74.846.752.722.851.741.461.210.840.890.53
10.511.77.266.754.092.852.611.461.820.841.330.53
9.0115.16.268.733.523.682.251.891.561.091.150.69
0.3430.4570.4570.610
3.174.134.135.42
550230345230
0.9701.261.261.63
0.9701.261.261.63
0.00620.00800.00800.0104
342/3" | 881mm Wall Application32” | 813mm Roof Application (overlap 2 ribs)
21/4" | 57mm1/2” | 13mm
COLOUR
* Y.S. = Yield Strength
Y.S.* (MPa)
CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468
AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y
westmansteel.com03.01.17
1. Based on ASTM A 653 structural steel.
2. Values in row “S” are based on strength.
3. Valuesinrow“D”arebasedondeflectionof1/180th span.
4. Web crippling not included in strength calculation. See example.
5. Limit States Design principles were used in accordance with CSA Standard S136-12.
Load Table | Imperial7/8” Corrugated Roof Profile
1-SpanBase Steel Thickness
(inches)
3-SpanBase Steel Thickness
(inches)
2-SpanBase Steel Thickness
(inches)
LIMIT STATES DESIGN
2.02.02.52.53.03.03.53.54.04.04.54.55.05.05.55.56.06.06.56.57.07.07.57.58.08.0
SDSDSDSDSDSDSDSDSDSDSDSDSD
LOAD TABLE | Maximum Uniformly Distributed Specified Loads (psf).
SECTION PROPERTIES | Per Foot of Width
Base SteelThickness(inches)
Weight [G90](psf)
Yield Stress(ksi)
DeflectionMomentofInertia
(in4)
SpecifiedWebCripplingData
LLF = 1.50; IMPF = 0.90; NORMAL OCCUPANCY = 1.0
Pe1End (lb)
Pe2End (lb)
Pi1Interior(lb)
Pi1Interior(lb)
Section ModulusMidspan
(in3)Support
(in3)
SpanLength(ft)
0.013580
0.018033
0.018050
0.024033
0.030033
0.013580
0.018033
0.018050
0.024033
0.030033
0.013580
0.018033
0.018050
0.024033
0.030033
2422141551101086379406127481939143210
1752821121447883575344353525281823141910
26628217014411883875366355225431835143010
2303691471891021097569574645323724301826142211
28345418123212613492857157564045293722311727132311
24251315526310815279966164484539333225271923152012
17567611234678
20057
126448535592843233319251720141612131111
26667617034611820087
126668552594343353330252520221619131711
23088614745410226375
1655711145783757304326332226192116171414
283108918155812632392
20371
13656964570375231402732232520211817
3034041942071351209975765160354826401934152912
21953214027397
158729955674347353429262420211618121610
3325322132731481581089983676647533444263720311627122410
28769818435712820794
130728757614645383432262720231620131811
35385822643915725411516088
10770755755474139323325292025162213
0.01350.01800.01800.02400.0300
0.740.970.971.271.58
8033503333
0.04040.05310.05310.06970.0856
0.04040.05310.05310.06970.0856
0.01770.02330.02330.03050.0375
7/8” | 22mm
22/3” | 68mmCOLOUR
371/4” | 946mm Wall Application341/2” | 876mm Roof Application (overlap 2 ribs)
Y.S.* (ksi)
* Y.S. = Yield Strength
CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468
AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y
westmansteel.com03.01.17
1. Based on ASTM A 653 structural steel.
2. Values in row “S” are based on strength.
3. Valuesinrow“D”arebasedondeflectionof1/180th span.
4. Web crippling not included in strength calculation. See example.
5. Limit States Design principles were used in accordance with CSA Standard S136-12.
Load Table | Metric7/8” Corrugated Roof Profile
1-SpanBase Steel Thickness
(mm)
3-SpanBase Steel Thickness
(mm)
2-SpanBase Steel Thickness
(mm)
LIMIT STATES DESIGN
1.01.01.21.21.41.41.61.61.81.82.02.02.22.22.42.42.62.62.82.8
SDSDSDSDSDSDSDSDSDSD
LOAD TABLE | Maximum Uniformly Distributed Specified Loads (kPa).
SECTION PROPERTIES | Per Metre of Width
Base SteelThickness
(mm)Mass [Z275]
(kg/m2)Yield Stress
(MPa)Deflection
MomentofInertia(x106 mm4)
SpecifiedWebCripplingData
LLF = 1.50; IMPF = 0.90; NORMAL OCCUPANCY = 1.0
Pe1End (kN)
Pe2End (kN)
Pi1Interior(kN)
Pi1Interior(kN)
Section ModulusMidspan(x103 mm3)
Support(x103 mm3)
SpanLength
(m)0.343550
0.457230
0.457345
0.610230
0.762230
0.343550
0.457230
0.457345
0.610230
0.762230
0.343550
0.457230
0.457345
0.610230
0.762230
4.302.322.981.342.190.851.680.57
3.153.062.191.771.611.111.230.750.970.52
4.733.063.291.772.411.111.850.751.460.52
4.144.012.872.322.111.461.620.981.280.691.030.50
5.084.923.532.852.591.791.991.201.570.841.270.62
4.305.572.983.222.192.031.681.361.330.951.070.700.890.52
3.157.332.194.241.612.671.231.790.971.260.790.920.650.690.550.53
4.737.333.294.242.412.671.851.791.461.261.180.920.980.690.820.53
4.149.612.875.562.113.501.622.351.281.651.031.200.850.900.720.700.610.55
5.0811.83.536.842.594.311.992.881.572.031.271.481.051.110.880.850.750.670.650.54
5.374.393.732.542.741.602.101.071.660.751.340.55
3.945.772.743.342.012.101.541.411.220.990.990.720.810.54
5.915.774.113.343.022.102.311.411.830.991.480.721.220.54
5.177.573.594.382.642.762.021.851.601.301.290.951.070.710.900.55
6.359.304.415.383.243.392.482.271.961.601.591.161.310.871.100.670.940.53
0.3430.4570.4570.6100.762
3.614.724.726.217.69
550230345230230
2.172.862.863.754.60
2.172.862.863.754.60
0.02410.03170.03170.04160.0512
7/8” | 22mm
22/3” | 68mmCOLOUR
371/4” | 946mm Wall Application341/2” | 876mm Roof Application (overlap 2 ribs)
* Y.S. = Yield Strength
Y.S.* (MPa)
CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468
AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y
westmansteel.com03.01.17
1. Based on ASTM A 653 structural steel.
2. Values in row “S” are based on strength.
3. Valuesinrow“D”arebasedondeflectionof1/180th span.
4. Web crippling not included in strength calculation. See example.
5. Limit States Design principles were used in accordance with CSA Standard S136-12.
Load Table | ImperialDeck Mate Roof Profile
1-SpanBase Steel Thickness
(inches)
3-SpanBase Steel Thickness
(inches)
2-SpanBase Steel Thickness
(inches)
LIMIT STATES DESIGN
3.03.03.53.54.04.04.54.55.05.05.55.56.06.06.56.57.07.07.57.58.08.08.58.59.09.09.59.510.010.0
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
LOAD TABLE | Maximum Uniformly Distributed Specified Loads (psf).
SECTION PROPERTIES | Per Foot of Width
Base SteelThickness(inches)
Weight [G90](psf)
Yield Stress(ksi)
DeflectionMomentofInertia
(in4)
SpecifiedWebCripplingData
LLF = 1.50; IMPF = 0.90; NORMAL OCCUPANCY = 1.0
Pe1End (lb)
Pe2End (lb)
Pi1Interior(lb)
Pi1Interior(lb)
Section ModulusMidspan
(in3)Support
(in3)
SpanLength(ft)
0.018033
0.018050
0.024033
0.018033
0.018050
0.024033
0.018033
0.018050
0.024033
13835510222378
15061
10550774158354429352528222319191716151314111210
19734514521711114688
1027175595649434234362732222818251522132011189
20047714730111220189
14172
1035977506043473738323128252521221820151813
13185196
53674
35958
25247
18439
13833
10628842467215418451637153213271223
18382813452110334981
24566
17954
13446
10339813465295326442336203118261622
189114513972110648384
33968
24756
18647
143401133590307327602450214219361731
16467012042292
28373
19959
14549
109418435663053264323352029182516211518
22865216841112827510119382
14168
106578149644251374232342829252423212118
23790217456813338110526785
19570
1465911350894371385833482940263324282124
0.01800.01800.0240
1.041.041.36
335033
0.09420.08860.136
0.08920.08220.129
0.09880.09610.133
54.182.0102
13.520.525.5
105159197
17.927.133.4
36” | 914mm
6” | 152mm
11/2” | 38mm
413/32” | 112mm 413/32” | 112mm
11/4” | 32mm
COLOUR
Y.S.* (ksi)
* Y.S. = Yield Strength
CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468
AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y
westmansteel.com03.01.17
1. Based on ASTM A 653 structural steel.
2. Values in row “S” are based on strength.
3. Valuesinrow“D”arebasedondeflectionof1/180th span.
4. Web crippling not included in strength calculation. See example.
5. Limit States Design principles were used in accordance with CSA Standard S136-12.
Load Table | MetricDeck Mate Roof Profile
1-SpanBase Steel Thickness
(mm)
3-SpanBase Steel Thickness
(mm)
2-SpanBase Steel Thickness
(mm)
LIMIT STATES DESIGN
1.01.01.21.21.41.41.61.61.81.82.02.02.22.22.42.42.62.62.82.83.03.03.23.23.43.4
SDSDSDSDSDSDSDSDSDSDSDSDSD
LOAD TABLE | Maximum Uniformly Distributed Specified Loads (kPa).
SECTION PROPERTIES | Per Metre of Width
Base SteelThickness
(mm)Mass [Z275]
(kg/m2)Yield Stress
(MPa)Deflection
MomentofInertia(x106 mm4)
SpecifiedWebCripplingData
LLF = 1.50; IMPF = 0.90; NORMAL OCCUPANCY = 1.0
Pe1End (kN)
Pe2End (kN)
Pi1Interior(kN)
Pi1Interior(kN)
Section ModulusMidspan(x103 mm3)
Support(x103 mm3)
SpanLength
(m)0.457230
0.457345
0.610230
0.457230
0.457345
0.610230
0.457230
0.457345
0.610230
5.5813.03.887.512.854.732.183.171.722.221.401.621.151.220.970.940.830.740.710.590.620.480.550.400.480.33
7.8912.65.487.314.024.603.083.082.432.161.971.581.631.191.370.911.170.721.010.580.880.470.770.390.680.32
8.0817.55.6110.14.126.373.154.272.493.002.022.181.671.641.401.261.190.991.030.800.900.650.790.530.700.44
5.2831.13.6718.02.6911.42.067.601.635.341.323.891.092.920.922.250.781.770.671.420.591.150.520.950.460.79
7.3130.35.0817.53.7311.02.867.402.265.201.833.791.512.851.272.191.081.720.931.380.811.120.710.920.630.77
7.6541.95.3124.33.9015.32.9910.22.367.191.915.241.583.941.333.031.132.390.981.910.851.550.751.280.661.07
6.6024.54.5914.23.378.942.585.992.044.211.653.071.362.301.151.770.981.400.841.120.730.910.640.750.570.62
9.1423.96.3513.84.668.703.575.832.824.092.292.981.892.241.591.731.351.361.171.091.020.880.890.730.790.61
9.5633.06.6419.14.8812.03.748.062.955.662.394.131.983.101.662.391.411.881.221.501.061.220.931.010.830.84
0.4570.4570.610
5.065.066.66
230345230
5.064.767.32
4.784.426.93
0.1350.1310.182
0.7991.201.50
0.2000.3000.375
1.552.322.90
0.2630.3950.493
36” | 914mm
6” | 152mm
11/2” | 38mm
413/32” | 112mm 413/32” | 112mm
11/4” | 32mm
COLOUR
* Y.S. = Yield Strength
Y.S.* (MPa)
CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468
AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y
westmansteel.com03.01.17
1. Based on ASTM A 653 structural steel.
2. Values in row “S” are based on strength.
3. Valuesinrow“D”arebasedondeflectionof1/180th span.
4. Web crippling not included in strength calculation. See example.
5. Limit States Design principles were used in accordance with CSA Standard S136-12.
Load Table | ImperialDiamond Rib Roof Profile
1-SpanBase Steel Thickness
(inches)
3-SpanBase Steel Thickness
(inches)
2-SpanBase Steel Thickness
(inches)
LIMIT STATES DESIGN
2.02.02.52.53.03.03.53.54.04.04.54.55.05.05.55.56.06.0
SDSDSDSDSDSDSDSDSD
LOAD TABLE | Maximum Uniformly Distributed Specified Loads (psf).
SECTION PROPERTIES | Per Foot of Width
Base SteelThickness(inches)
Weight [G90](psf)
Yield Stress(ksi)
DeflectionMomentofInertia
(in4)
SpecifiedWebCripplingData
LLF = 1.50; IMPF = 0.90; NORMAL OCCUPANCY = 1.0
Pe1End (lb)
Pe2End (lb)
Pi1Interior(lb)
Pi1Interior(lb)
Section ModulusMidspan
(in3)Support
(in3)
SpanLength(ft)
0.018050
0.018080
0.018050
0.018080
0.018050
0.018080
173256111131777657484332342228162312199
201252129129897566475032402232162712229
16361410431472
1825311541773254263922301823
18760612031083
1796111347763753303925292122
20348413024890
143669051604042333127232318
234477149244104141768958604642373131232618
0.01800.0180
0.930.93
5080
0.03470.0336
0.03250.0311
0.02110.0208
72.687.1
18.221.8
138166
23.528.2
36" | 914mm COVERAGE
215/32” | 63mm
3/4” | 19mm
1” | 25mm 6” | 152mmCOLOUR
Y.S.* (ksi)
* Y.S. = Yield Strength
CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468
AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y
westmansteel.com03.01.17
1. Based on ASTM A 653 structural steel.
2. Values in row “S” are based on strength.
3. Valuesinrow“D”arebasedondeflectionof1/180th span.
4. Web crippling not included in strength calculation. See example.
5. Limit States Design principles were used in accordance with CSA Standard S136-12.
Load Table | MetricDiamond Rib Roof Profile
1-SpanBase Steel Thickness
(mm)
3-SpanBase Steel Thickness
(mm)
2-SpanBase Steel Thickness
(mm)
LIMIT STATES DESIGN
0.60.60.80.81.01.01.21.21.41.41.61.61.81.82.02.0
SDSDSDSDSDSDSDSD
LOAD TABLE | Maximum Uniformly Distributed Specified Loads (kPa).
SECTION PROPERTIES | Per Metre of Width
Base SteelThickness
(mm)Mass [Z275]
(kg/m2)Yield Stress
(MPa)Deflection
MomentofInertia(x106 mm4)
SpecifiedWebCripplingData
LLF = 1.50; IMPF = 0.90; NORMAL OCCUPANCY = 1.0
Pe1End (kN)
Pe2End (kN)
Pi1Interior(kN)
Pi1Interior(kN)
Section ModulusMidspan(x103 mm3)
Support(x103 mm3)
SpanLength
(m)0.457345
0.457550
0.457345
0.457550
0.457345
0.457550
8.5712.94.825.423.082.782.141.611.571.011.200.680.950.480.770.35
9.9312.75.595.353.572.742.481.581.821.001.400.671.100.470.890.34
8.0530.84.5313.02.906.662.013.851.482.431.131.630.891.140.720.83
9.2130.45.1812.83.326.572.303.801.692.391.301.601.021.130.830.82
10.124.35.6610.23.625.252.513.041.851.911.411.281.120.900.910.66
11.524.06.4810.14.155.172.882.992.121.891.621.261.280.891.040.65
0.4570.457
4.564.56
345550
1.861.81
1.751.68
0.02880.0284
1.061.27
0.2650.317
2.022.41
0.3430.410
36" | 914mm COVERAGE
215/32” | 63mm
3/4” | 19mm
1” | 25mm 6” | 152mmCOLOUR
* Y.S. = Yield Strength
Y.S.* (MPa)
CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468
AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y
westmansteel.com03.01.17
1. Based on ASTM A 653 structural steel.
2. Values in row “S” are based on strength.
3. Valuesinrow“D”arebasedondeflectionof1/180th span.
4. Web crippling not included in strength calculation. See example.
5. Limit States Design principles were used in accordance with CSA Standard S136-12.
Load Table | ImperialTough Rib Roof Profile
1-SpanBase Steel Thickness
(inches)
3-SpanBase Steel Thickness
(inches)
2-SpanBase Steel Thickness
(inches)
LIMIT STATES DESIGN
1.51.52.02.02.52.53.03.03.53.54.04.04.54.55.05.0
SDSDSDSDSDSDSDSD
LOAD TABLE | Maximum Uniformly Distributed Specified Loads (psf).
SECTION PROPERTIES | Per Foot of Width
Base SteelThickness(inches)
Weight [G90](psf)
Yield Stress(ksi)
DeflectionMomentofInertia
(in4)
SpecifiedWebCripplingData
LLF = 1.50; IMPF = 0.90; NORMAL OCCUPANCY = 1.0
Pe1End (lb)
Pe2End (lb)
Pi1Interior(lb)
Pi1Interior(lb)
Section ModulusMidspan
(in3)Support
(in3)
SpanLength(ft)
0.013580
0.018050
0.013580
0.018050
0.013580
0.018050
12819872844643322523161810147
125
1432648011152573633262120141610137
10247657
20137
10325601937142511189
13
11963467
26743
13730792250173313231117
12737572
158468132472330182014141110
14949984
21054
10837622739212617181313
0.01350.0180
0.680.88
8050
0.01200.0161
0.00960.0134
0.00690.0092
32.650.7
8.1612.7
60.794.6
10.316.1
36" | 914mm COVERAGE COLOUR
13/4” | 44mm
9/16” | 14mm
11/16” | 17mm
9” | 229mm
Y.S.* (ksi)
* Y.S. = Yield Strength
CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468
AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y
westmansteel.com03.01.17
1. Based on ASTM A 653 structural steel.
2. Values in row “S” are based on strength.
3. Valuesinrow“D”arebasedondeflectionof1/180th span.
4. Web crippling not included in strength calculation. See example.
5. Limit States Design principles were used in accordance with CSA Standard S136-12.
Load Table | MetricTough Rib Roof Profile
1-SpanBase Steel Thickness
(mm)
3-SpanBase Steel Thickness
(mm)
2-SpanBase Steel Thickness
(mm)
LIMIT STATES DESIGN
0.50.50.60.60.80.81.01.01.21.21.41.41.61.6
SDSDSDSDSDSDSD
LOAD TABLE | Maximum Uniformly Distributed Specified Loads (kPa).
SECTION PROPERTIES | Per Metre of Width
Base SteelThickness
(mm)Mass [Z275]
(kg/m2)Yield Stress
(MPa)Deflection
MomentofInertia(x106 mm4)
SpecifiedWebCripplingData
LLF = 1.50; IMPF = 0.90; NORMAL OCCUPANCY = 1.0
Pe1End (kN)
Pe2End (kN)
Pi1Interior(kN)
Pi1Interior(kN)
Section ModulusMidspan(x103 mm3)
Support(x103 mm3)
SpanLength
(m)0.343550
0.457345
0.343550
0.457345
0.343550
0.457345
5.117.263.554.202.001.771.280.910.890.530.650.330.500.22
5.739.663.985.592.242.361.431.211.000.700.730.440.560.29
4.0717.42.8310.11.594.251.022.180.711.260.520.790.400.53
4.7823.23.3213.41.875.661.192.900.831.680.611.060.470.71
5.0913.73.537.941.993.351.271.720.880.990.650.630.500.42
5.9718.34.1510.62.334.461.492.281.041.320.760.830.580.56
0.3430.457
3.304.31
550345
0.6450.866
0.5140.721
0.00940.0126
0.4750.740
0.1190.185
0.8831.38
0.1500.235
36" | 914mm COVERAGE COLOUR
13/4” | 44mm
9/16” | 14mm
11/16” | 17mm
9” | 229mm
* Y.S. = Yield Strength
Y.S.* (MPa)
CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468
AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y
westmansteel.com03.01.17
1. Based on ASTM A 653 structural steel.
2. Values in row “S” are based on strength.
3. Valuesinrow“D”arebasedondeflectionof1/180th span.
4. Web crippling not included in strength calculation. See example.
5. Limit States Design principles were used in accordance with CSA Standard S136-12.
Load Table | ImperialUltra Span Roof Profile
1-SpanBase Steel Thickness
(inches)
3-SpanBase Steel Thickness
(inches)
2-SpanBase Steel Thickness
(inches)
LIMIT STATES DESIGN
4.04.04.54.55.05.05.55.56.06.06.56.57.07.07.57.58.08.08.58.59.09.09.59.510.010.0
SDSDSDSDSDSDSDSDSDSDSDSDSD
LOAD TABLE | Maximum Uniformly Distributed Specified Loads (psf).
SECTION PROPERTIES | Per Foot of Width
Base SteelThickness(inches)
Weight [G90](psf)
Yield Stress(ksi)
DeflectionMomentofInertia
(in4)
SpecifiedWebCripplingData
LLF = 1.50; IMPF = 0.90; NORMAL OCCUPANCY = 1.0
Pe1End (lb)
Pe2End (lb)
Pi1Interior(lb)
Pi1Interior(lb)
Section ModulusMidspan
(in3)Support
(in3)
SpanLength(ft)
0.018033
0.018050
0.024033
0.030033
0.018033
0.018050
0.024033
0.030033
0.013533
0.018050
0.024033
0.030033
701145580455837443134262723212017171415121410129117
97107777562555141433237253220281624132211199
178
167
10617384
12168885666475140403532302626222318211519131711
144230114161921187688646855544743413536293224282026172315
7327458
19247
14039
105328128642451214218341629142413201218
10325781
18066
1325499467639603448293926322327202318191616
10841485
29169
21257
15948
12341973577316327522443213619311727
14555211538793
28277
21264
16355
12947
103418436693257294826412335
9121672
152581104883416435503040263323272022181916161514
12820210214282
1046878576049474238373132252821251823152113
13432610622986
16771
125609751764461384934413034272924242221
18143414330511622296
16781
12969
1015981526645544045363832322928
0.01800.01800.02400.0300
1.041.041.361.69
33503333
0.08470.07780.1280.175
0.08840.08220.1300.176
0.07540.07070.1140.152
58.087.8109176
14.522.027.244.0
111168207335
18.828.535.256.9
36" | 914mm COVERAGE
31/8” | 79mm
413/32” | 112mm
17/16” | 37mm
6“ | 152mm COLOUR
Y.S.* (ksi)
* Y.S. = Yield Strength
CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468
AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y
westmansteel.com03.01.17
1. Based on ASTM A 653 structural steel.
2. Values in row “S” are based on strength.
3. Valuesinrow“D”arebasedondeflectionof1/180th span.
4. Web crippling not included in strength calculation. See example.
5. Limit States Design principles were used in accordance with CSA Standard S136-12.
Load Table | MetricUltra Span Roof Profile
1-SpanBase Steel Thickness
(mm)
3-SpanBase Steel Thickness
(mm)
2-SpanBase Steel Thickness
(mm)
LIMIT STATES DESIGN
1.01.01.21.21.41.41.61.61.81.82.02.02.22.22.42.42.62.62.82.83.03.0
SDSDSDSDSDSDSDSDSDSDSD
LOAD TABLE | Maximum Uniformly Distributed Specified Loads (kPa).
SECTION PROPERTIES | Per Metre of Width
Base SteelThickness
(mm)Mass [Z275]
(kg/m2)Yield Stress
(MPa)Deflection
MomentofInertia(x106 mm4)
SpecifiedWebCripplingData
LLF = 1.50; IMPF = 0.90; NORMAL OCCUPANCY = 1.0
Pe1End (kN)
Pe2End (kN)
Pi1Interior(kN)
Pi1Interior(kN)
Section ModulusMidspan(x103 mm3)
Support(x103 mm3)
SpanLength
(m)0.457230
0.457345
0.610230
0.762230
0.457230
0.457345
0.610230
0.762230
0.457230
0.457345
0.610230
0.762230
5.019.893.485.722.563.601.962.411.551.701.251.241.040.930.870.720.740.560.640.450.560.37
6.929.294.815.383.533.392.702.272.141.591.731.161.430.871.200.671.020.530.880.420.770.34
7.5915.05.278.653.875.452.963.652.342.561.901.871.571.401.321.081.120.850.970.680.840.55
10.419.97.1911.55.287.264.044.863.193.412.592.492.141.871.801.441.531.131.320.911.150.74
5.2423.73.6413.72.678.652.055.791.624.071.312.971.082.230.911.720.771.350.671.080.580.88
7.3222.35.0812.93.738.122.865.442.263.821.832.791.512.091.271.611.081.270.931.020.810.83
7.7235.95.3620.83.9413.13.028.762.386.151.934.481.603.371.342.601.142.040.991.630.861.33
10.447.87.2327.75.3117.44.0711.73.218.192.605.972.154.491.813.461.542.721.332.181.161.77
6.5518.74.5510.83.346.812.564.562.023.201.642.341.351.761.141.350.971.060.830.850.730.69
9.1517.66.3510.24.676.403.574.292.823.012.292.191.891.651.591.271.351.001.170.801.020.65
9.6628.36.7116.44.9310.33.776.902.984.842.413.531.992.651.682.041.431.611.231.291.071.05
13.037.69.0421.86.6413.75.089.194.026.453.254.702.693.532.262.721.932.141.661.711.451.39
0.4570.4570.6100.762
5.065.066.668.26
230345230230
4.544.186.879.37
4.744.427.009.43
0.1030.09650.1550.207
0.8551.281.602.60
0.2140.3210.4010.649
1.632.453.064.94
0.2770.4160.5190.840
36" | 914mm COVERAGE
31/8” | 79mm
413/32” | 112mm
17/16” | 37mm
6“ | 152mm COLOUR
* Y.S. = Yield Strength
Y.S.* (MPa)
CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468
AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y
westmansteel.com03.01.17
1. Based on ASTM A 653 structural steel.
2. Values in row “S” are based on strength.
3. Valuesinrow“D”arebasedondeflectionof1/180th span.
4. Web crippling not included in strength calculation. See example.
5. Limit States Design principles were used in accordance with CSA Standard S136-12.
Load Table | ImperialElite Rib Roof Profile
1-SpanBase Steel Thickness
(inches)
3-SpanBase Steel Thickness
(inches)
2-SpanBase Steel Thickness
(inches)
LIMIT STATES DESIGN
4.04.04.54.55.05.05.55.56.06.06.56.57.07.07.57.58.08.08.58.59.09.09.59.510.010.0
SDSDSDSDSDSDSDSDSDSDSDSDSD
LOAD TABLE | Maximum Uniformly Distributed Specified Loads (psf).
SECTION PROPERTIES | Per Foot of Width
Base SteelThickness(inches)
Weight [G90](psf)
Yield Stress(ksi)
DeflectionMomentofInertia
(in4)
SpecifiedWebCripplingData
LLF = 1.50; IMPF = 0.90; NORMAL OCCUPANCY = 1.0
Pe1End (lb)
Pe2End (lb)
Pi1Interior(lb)
Pi1Interior(lb)
Section ModulusMidspan
(in3)Support
(in3)
SpanLength(ft)
0.018033
0.018050
0.024033
0.030033
0.018033
0.018050
0.024033
0.030033
0.013533
0.018050
0.024033
0.030033
701145580455837443134262723212017171415121410129117
97107777562555141433237253220281624132211199
178
167
10617384
12168885666475140403532302626222318211519131711
144230114161921187688646855544743413536293224282026172315
7327458
19247
14039
105328128642451214218341629142413201218
10325781
18066
1325499467639603448293926322327202318191616
10841485
29169
21257
15948
12341973577316327522443213619311727
14555211538793
28277
21264
16355
12947
103418436693257294826412335
9121672
152581104883416435503040263323272022181916161514
12820210214282
1046878576049474238373132252821251823152113
13432610622986
16771
125609751764461384934413034272924242221
18143414330511622296
16781
12969
1015981526645544045363832322928
0.01800.01800.02400.0300
1.041.041.361.69
33503333
0.08470.07780.1280.175
0.08840.08220.1300.176
0.07540.07070.1140.152
58.087.8109176
14.522.027.244.0
111168207335
18.828.535.256.9
36" | 914mm COVERAGE
31/8” | 79.4mm
413/32” | 112mm
17/16” | 37mm
6“ | 152mm COLOUR
Y.S.* (ksi)
* Y.S. = Yield Strength
CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468
AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y
westmansteel.com03.01.17
1. Based on ASTM A 653 structural steel.
2. Values in row “S” are based on strength.
3. Valuesinrow“D”arebasedondeflectionof1/180th span.
4. Web crippling not included in strength calculation. See example.
5. Limit States Design principles were used in accordance with CSA Standard S136-12.
Load Table | MetricUltra Span Roof Profile
1-SpanBase Steel Thickness
(mm)
3-SpanBase Steel Thickness
(mm)
2-SpanBase Steel Thickness
(mm)
LIMIT STATES DESIGN
1.01.01.21.21.41.41.61.61.81.82.02.02.22.22.42.42.62.62.82.83.03.0
SDSDSDSDSDSDSDSDSDSDSD
LOAD TABLE | Maximum Uniformly Distributed Specified Loads (kPa).
SECTION PROPERTIES | Per Metre of Width
Base SteelThickness
(mm)Mass [Z275]
(kg/m2)Yield Stress
(MPa)Deflection
MomentofInertia(x106 mm4)
SpecifiedWebCripplingData
LLF = 1.50; IMPF = 0.90; NORMAL OCCUPANCY = 1.0
Pe1End (kN)
Pe2End (kN)
Pi1Interior(kN)
Pi1Interior(kN)
Section ModulusMidspan(x103 mm3)
Support(x103 mm3)
SpanLength
(m)0.457230
0.457345
0.610230
0.762230
0.457230
0.457345
0.610230
0.762230
0.457230
0.457345
0.610230
0.762230
5.019.893.485.722.563.601.962.411.551.701.251.241.040.930.870.720.740.560.640.450.560.37
6.929.294.815.383.533.392.702.272.141.591.731.161.430.871.200.671.020.530.880.420.770.34
7.5915.05.278.653.875.452.963.652.342.561.901.871.571.401.321.081.120.850.970.680.840.55
10.419.97.1911.55.287.264.044.863.193.412.592.492.141.871.801.441.531.131.320.911.150.74
5.2423.73.6413.72.678.652.055.791.624.071.312.971.082.230.911.720.771.350.671.080.580.88
7.3222.35.0812.93.738.122.865.442.263.821.832.791.512.091.271.611.081.270.931.020.810.83
7.7235.95.3620.83.9413.13.028.762.386.151.934.481.603.371.342.601.142.040.991.630.861.33
10.447.87.2327.75.3117.44.0711.73.218.192.605.972.154.491.813.461.542.721.332.181.161.77
6.5518.74.5510.83.346.812.564.562.023.201.642.341.351.761.141.350.971.060.830.850.730.69
9.1517.66.3510.24.676.403.574.292.823.012.292.191.891.651.591.271.351.001.170.801.020.65
9.6628.36.7116.44.9310.33.776.902.984.842.413.531.992.651.682.041.431.611.231.291.071.05
13.037.69.0421.86.6413.75.089.194.026.453.254.702.693.532.262.721.932.141.661.711.451.39
0.4570.4570.6100.762
5.065.066.668.26
230345230230
4.544.186.879.37
4.744.427.009.43
0.1030.09650.1550.207
0.8551.281.602.60
0.2140.3210.4010.649
1.632.453.064.94
0.2770.4160.5190.840
36" | 914mm COVERAGE
31/8” | 79.4mm
413/32” | 112mm
17/16” | 37mm
6“ | 152mm COLOUR
* Y.S. = Yield Strength
Y.S.* (MPa)
CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468
AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y
westmansteel.com03.01.17
1. Based on ASTM A 653 structural steel.
2. Values in row “S” are based on strength.
3. Valuesinrow“D”arebasedondeflectionofSPAN/240.
4. Web crippling not included in strength calculation. See example.
5. Limit States Design principles were used in accordance with CSA Standard S136-12.
Load Table | ImperialSSR24 Roof Profile
1-SpanBase Steel Thickness
(inches)
3-SpanBase Steel Thickness
(inches)
2-SpanBase Steel Thickness
(inches)
LIMIT STATES DESIGN
3.03.03.53.54.04.04.54.55.05.05.55.56.06.06.56.57.07.07.57.5
SDSDSDSDSDSDSDSDSDSD
LOAD TABLE | Maximum Uniformly Distributed Specified Loads (psf).
SECTION PROPERTIES | Per Foot of Width
Base SteelThickness(inches)
Weight [G90](psf)
Yield Stress(ksi)
DeflectionMomentofInertia
(in4)
SpecifiedWebCripplingData
LLF = 1.50; IMPF = 0.90; NORMAL OCCUPANCY = 1.0
Pe1End (lb)
Pe2End (lb)
Pi1Interior(lb)
Pi1Interior(lb)
Section ModulusMidspan
(in3)Support
(in3)
SpanLength(ft)
0.024050
0.030050
0.024050
0.030050
0.024050
0.030050
22048216130312320397
14378
10465785460464739383431
27861120438515625812318199
13282996876586050484339
191115714072810748884
34368
25056
18847
1454011434912974
241146617792313561810643486
31771
23859
18350
144431153794
23991117557413438410527085
19770
14859114509043723758
302115422172716948713334210824989
18774
1446311454914774
0.02400.0300
1.261.56
5050
0.09970.126
0.08640.109
0.1790.227
24” | 610mm
13/4” | 44mm13/4” | 44mm
15/16” | 24mm7/8” | 22mm
11/2” | 38mm11/2” | 38mm211/16” | 68mm25/8” | 67mm
23/4” | 70mm23/4” | 70mm
181/2” | 470mm
Y.S.* (ksi)
* Y.S. = Yield Strength
CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468
AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y
westmansteel.com03.01.17
1. Based on ASTM A 653 structural steel.
2. Values in row “S” are based on strength.
3. Valuesinrow“D”arebasedondeflectionofSPAN/240.
4. Web crippling not included in strength calculation. See example.
5. Limit States Design principles were used in accordance with CSA Standard S136-12.
Load Table | MetricSSR24 Roof Profile
1-SpanBase Steel Thickness
(mm)
3-SpanBase Steel Thickness
(mm)
2-SpanBase Steel Thickness
(mm)
LIMIT STATES DESIGN
1.01.01.21.21.41.41.51.51.61.61.81.82.02.0
SDSDSDSDSDSDSD
LOAD TABLE | Maximum Uniformly Distributed Specified Loads (kPa).
SECTION PROPERTIES | Per Metre of Width
Base SteelThickness
(mm)Mass [Z275]
(kg/m2)Yield Stress
(MPa)Deflection
MomentofInertia(x106 mm4)
SpecifiedWebCripplingData
LLF = 1.50; IMPF = 0.90; NORMAL OCCUPANCY = 1.0
Pe1End (kN)
Pe2End (kN)
Pi1Interior(kN)
Pi1Interior(kN)
Section ModulusMidspan(x103 mm3)
Support(x103 mm3)
SpanLength
(m)0.610345
0.762345
0.610345
0.762345
0.610345
0.762345
8.8217.66.1010.24.476.433.895.233.414.312.683.032.162.21
11.122.47.7012.95.648.154.906.634.305.463.383.832.732.80
7.6442.35.2824.53.8715.43.3612.62.9510.32.327.261.875.29
9.6553.76.6831.14.8919.64.2515.93.7213.12.939.202.366.71
9.5633.36.6219.34.8512.24.229.883.708.142.915.722.354.17
12.142.38.3624.56.1315.45.3312.54.6710.33.687.252.975.28
0.6100.762
5.917.35
345345
5.366.76
4.655.87
0.2440.310
24” | 610mm
13/4” | 44mm13/4” | 44mm
15/16” | 24mm7/8” | 22mm
11/2” | 38mm11/2” | 38mm211/16” | 68mm25/8” | 67mm
23/4” | 70mm23/4” | 70mm
181/2” | 470mm
* Y.S. = Yield Strength
Y.S.* (MPa)
CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468
AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y
westmansteel.com03.01.17
1. Based on ASTM A 653 structural steel.
2. Values in row “S” are based on strength.
3. Valuesinrow“D”arebasedondeflectionof1/180th span.
4. Web crippling not included in strength calculation. See example.
5. Limit States Design principles were used in accordance with CSA Standard S136-12.
Load Table | ImperialPinnacle Rib Roof Profile
1-SpanBase Steel Thickness
(inches)
3-SpanBase Steel Thickness
(inches)
2-SpanBase Steel Thickness
(inches)
LIMIT STATES DESIGN
1.01.01.51.52.02.02.52.53.03.03.53.54.04.0
SDSDSDSDSDSDSD
LOAD TABLE | Maximum Uniformly Distributed Specified Loads (psf).
SECTION PROPERTIES | Per Foot of Width
Base SteelThickness(inches)
Weight [G90](psf)
Yield Stress(ksi)
DeflectionMomentofInertia
(in4)
SpecifiedWebCripplingData
LLF = 1.50; IMPF = 0.90; NORMAL OCCUPANCY = 1.0
Pe1End (lb)
Pe2End (lb)
Pi1Interior(lb)
Pi1Interior(lb)
Section ModulusMidspan
(in3)Support
(in3)
SpanLength(ft)
0.018050
0.018050
0.018050
480209921462212026277
134537839493033
3905037173
149298
63062
32243
187321172479
4883966217117512249678
25454
14740933062
0.0180 1.00 50 0.0240 0.0195 0.0217 52.9 13.2 96.7 16.4
32" | 812.8mm COVERAGE
COLOUR10.67" | 271mm
1.03 | 26.2mm
0.54" | 13.7mm
1.384" | 35.2mm
Y.S.* (ksi)
* Y.S. = Yield Strength
CAMBRIDGE, ON (855) 620-2720 | BRANDON/WINNIPEG, MB (800) 661-2823SWIFT CURRENT/REGINA/SASKATOON, SK (800) 667-7468
AIRDRIE/EDMONTON, AB (800) 661-2826 | LANGLEY, BC (888) 937-8626M E M B E R C O M P A N Y
westmansteel.com03.01.17
1. Based on ASTM A 653 structural steel.
2. Values in row “S” are based on strength.
3. Valuesinrow“D”arebasedondeflectionof1/180th span.
4. Web crippling not included in strength calculation. See example.
5. Limit States Design principles were used in accordance with CSA Standard S136-12.
Load Table | MetricPinnacle Rib Roof Profile
1-SpanBase Steel Thickness
(mm)
3-SpanBase Steel Thickness
(mm)
2-SpanBase Steel Thickness
(mm)
LIMIT STATES DESIGN
0.40.40.50.50.60.60.80.81.01.01.21.2
SDSDSDSDSDSD
LOAD TABLE | Maximum Uniformly Distributed Specified Loads (kPa).
SECTION PROPERTIES | Per Metre of Width
Base SteelThickness
(mm)Mass [Z275]
(kg/m2)Yield Stress
(MPa)Deflection
MomentofInertia(x106 mm4)
SpecifiedWebCripplingData
LLF = 1.50; IMPF = 0.90; NORMAL OCCUPANCY = 1.0
Pe1End (kN)
Pe2End (kN)
Pi1Interior(kN)
Pi1Interior(kN)
Section ModulusMidspan(x103 mm3)
Support(x103 mm3)
SpanLength
(m)0.457345
0.457345
0.457345
13.444.58.5522.85.9413.23.345.562.142.851.491.65
10.91076.9554.64.8231.62.7113.31.746.831.213.95
13.684.08.6843.06.0324.93.3910.52.175.381.513.11
0.457 4.82 345 1.29 1.05 0.0296 0.772 0.193 1.41 0.240
32" | 812.8mm COVERAGE
COLOUR10.67" | 271mm
1.03 | 26.2mm
0.54" | 13.7mm
1.384" | 35.2mm
* Y.S. = Yield Strength
Y.S.* (MPa)