ansi / fm 1950 seismic tested steel beam clamps

STEEL BEAM CLAMPS

ANSI / FM 1950 Seismic Tested

City OfLos Angeles

ApprovedCOLA ReportLARR-26090

NOKNOWNEQUAL

IBC, CBC, City Of Los Angeles, OSHPD, NFPA-13,ASCE, ANSI/MSS SP-58 AND ANSI/FM 1950-2016 CODES AND STANDARDS COMPLIANT

The ULTIMATE Strut & Single Hanger Beam Clamps

VISUAL INSPECTION COMPLIANT

WORKS ON FIRE PROOFED BEAMS

GRAVITY & SEISMIC USAGE TESTED

50% OR MORE LABOR SAVINGS

IDEAL FOR STRUT CEILING GRIDS

STEEL BEAM CLAMPS

BADGER INDUSTRIES

[email protected]

2019 Edition

SBC158 SERIES

LINK TO VIDEO http://www.SteelBeamClamps.com

BADGER INDUSTRIES

[email protected]

2019 Edition

IDEAL FOR FIRE PROOFED BEAMS

FIRE PROOFED BEAMSBADGER

[email protected]

2019 Edition

Cost Effective - CODE Compliance - No Known Equal

~ BADGER INDUSTRIES - BEAM CLAMPS ~ **FITS **FITS

STRUT SINGLE SIZES

FITSROD TREADED

SIZES

175 lbs.20 pcs.

SBC158-C

140 lbs.20 pcs. 13/16"x 1-5/8" 1"x 1-5/8" 1-3/8"x 1-5/8" 1-5/8"x 1-5/8"2-7/16"x 1-5/8"

13/16"x 1-5/8" 1"x 1-5/8" 1-3/8"x 1-5/8" 1-5/8"x 1-5/8"2-7/16"x 1-5/8"

13/16"x 1-5/8" 1"x 1-5/8" 1-3/8"x 1-5/8" 1-5/8"x 1-5/8"2-7/16"x 1-5/8" 3-1/4"x 1-5/8"

3/8"1/2"5/8"

3/8"1/2"5/8"3/4"

3/8"1/2"5/8"3/4"

BACK- BACK TO- SIZES

1-5/8"x 1-5/8" 2"x 1-5/8"2-3/4"x 1-5/8"

1-5/8"x 1-5/8" 2"x 1-5/8"2-3/4"x 1-5/8"3-1/4"x 1-5/8"

1-5/8"x 1-5/8" 2"x 1-5/8"2-3/4"x 1-5/8"3-1/4"x 1-5/8"

SBC158L

BADGER INDUSTRIESSTRUT BEAM CLAMP

Part NumberQUANTITYPER BOX

WEIGHTPER 100

SuggestedMFG.

LIST PRICE

$7.95each

188 lbs.20 pcs.SBC158L-C $11.65each

$4.95each

153 lbs.20 pcs. $10.65each

Contact: [email protected] subject to change without notice. **Strut size fitment varies per beam or joist flange flange thickness.

Contact: [email protected] Buy America Compliance / Buy American Compliance,Special Order Requirements.

STRUT

See Fitment Detail(SBC158-FRD)

SBC158

See Fitment Detail(SBC158-C-FRD)

See Fitment Detail(SBC158L-FRD)

See Fitment Detail(SBC158L-C-FRD)

Used For Connection Of Badger RIGID & CABLESeismic Bracing To Steel Beams & Joists.

SBC158 SBC158-C SBC158L SBC158L-C

0 6 / 0 3 / 1 9

SBC158 BEAM CLAMPSBADGER

[email protected]

2019 Edition

Neither NUSIG nor Badger Industries is responsible for engineering or detailing the use of NUSIG, BadgerIndustries and/or others products and components for a specific project and/or application. All such engineeringis to be performed by an engineer, retained by others, who is licensed to perform the necessary engineering,and who is insured to provide these “Responsible Engineer” engineering services. All design submittalsspecifying NUSIG / Badger Industries products and components must be sealed and signed by the ResponsibleEngineer, and submitted for review and approval to the project S.E.O.R. (Structural Engineer Of Record) andwhen required, the A.H.J. (Authority Having Jurisdiction).

The details, data, information, capacities, etc., within this document are not necessarily indicative of actualproject specific application usage conditions. The usage, design, engineering, installation, inspection, etc., ofconstruction assemblies using NUSIG and/or Badger Industries components shall take into account the limits of the weakest components and conditions within the overall assembly, including but not limited to thebuilding structure, threaded rod compression with or (without) rod stiffeners, prying and eccentricityinteractions, etc. Such shall be the responsibility of non NUSIG and/or non Badger Industries others.

NUSIG / Badger Industries documents are subject to change without notice.

LIMITATION OF LIABILITYTo the fullest extent permissible by law, NUSIG, Badger Industries, and their respective owners, officers,directors, employees, agents and representatives (collective, the “Parties”) excludes all liability except liabilitythat is directly attributable to the willful negligence of the Parties. Should the Parties be held liable, under anytheory, the aggregate liability of all of them is limited to the total purchase price of the Parties products thatcaused the injury or loss. In addition to the foregoing, THE PARTIES ARE IN NO EVENT LIABLE FORANY LOSS OF BUSINESS OR PROFITS, LOSS OF USE, LOSS OF OPPORTUNITIES, DOWNTIME ORDELAY, LABOR, REPAIR OR MATERIAL COST OR ANY OTHER SIMILAR OR DISSIMILAR,INCIDENTAL OR CONSEQUENTIAL LOSS OR DAMAGE INCURRED BY BUYER. By purchasing theParties products, you agree to this limitation of liability on your behalf, and on behalf of the person or organizationpurchasing the products.

WARRANTYNUSIG and/or Badger Industries products are warranted to be free from defects in material and workmanshipat the time of shipment. NO OTHER WARRANTY, WHETHER EXPRESS OR IMPLIED (INCLUDINGANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE), SHALLEXIST IN CONNECTION WITH THE SALE OR USE OF ANY NUSIG AND/OR BADGER INDUSTRIESPRODUCTS. Products claimed to be defective or nonconforming must be identified in writing and returned(within 30 calendar days) to NUSIG / Badger Industries for inspection. Notice of a warranty claim within this30 day period is a condition precedent to this Warranty. In no event shall NUSIG / Badger Industries beresponsible if the products have been improperly stored, improperly used, abused or misused. NUSIG / BadgerIndustries will, at its option, either repair or replace defective or nonconforming products for which it isresponsible or return the purchase price to the BUYER. THE FOREGOING STATES BUYER’S EXCLUSIVEREMEDY FOR ANY BREACH OF THE NUSIG AND/OR BADGER INDUSTRIES WARRANTY ANDFOR ANY CLAIM, WHETHER SOUNDING IN CONTRACT, TORT OR NEGLIGENCE, FOR LOSS ORINJURY CAUSED BY THE SALE OR USE OF ANY NUSIG AND/OR BADGER INDUSTRIESPRODUCT(S).

WARNINGThe improper use, misuse and/or misapplication of these documents and/or NUSIG / Badger Industriesproducts may cause product malfunction, property damage, bodily injury and death.

CONTINUED NEXT PAGE

SBC GENERAL NOTESBADGER

[email protected]

2019 Edition

Seismic tension and compression capacities where derived from ANSI/FM 1950-2016 testing performed byFactory Mutual. ANSI/FM 1950-2016 testing meets the requirements of FM 1950-2010 and FM 1950-2013.Seismic (LRFD) tension and compression profiles were determined using the data provided by Factory Mutual.Listed (LRFD) seismic capacities can be converted to (ASD) capacities by dividing by (1.4). Seismiccapacities listed within these details only take into consideration the identified beam clamp and/or strutmember. Capacities for all other items, including but not limited to, steel beams and joist, threaded rods,pipe / conduit clamps, etc., are not taken into consideration. The following controls and parameters whereused to develop listed seismic tension and compression capacities.

a.) ANSI/FM 1950-2016.b.) Maximum strut deflection at applied load = 1 inch.c.) Maximum strut (LRFD) design capacity based on 70% of minimum material yield stress.d.) Section properties per detail identified strut manufacture literature.

Gravity tension capacities were determined through testing performed on a calibrated universal tensile machineat Anvil International’s Research & Development facility in North Kingstown, RI. Test data was analyzedin accordance with ANSI/MSS SP-58. Gravity tension capacities listed within these details only take intoconsideration the identified beam clamp and/or strut member. Threaded rod tension capacities are based onANSI/MSS SP-58, Table 3. Capacities for all other items, including but not limited to, steel beams and joist,pipe / conduit clamps, etc., are not taken into consideration. The follow controls and parameters where usedto develop listed MSS SP-58 gravity tension capacities.

e.) Tested capacities by the derived safety factors listed within ANSI/MSS SP-58. Maximum capacities not to exceed 67% of the yield load.f.) Maximum strut design capacity based on 12,900 psi allowable material stress within

ANSI/MSS SP-58, referenced by ASME B31.1.g.) Section properties per detail identified strut manufacture literature.

Allowable stresses were derived from ANSI/MSS SP-58 and ASME B31.1 and apply a minimum 3.5 timessafety factor to the design. The Metal Framing Manufactures Association’s (MFMA) 25,000 psi allowablestress applies a minimum 1.8 times safety factor and exceeds 75% of the material’s minimum yield. MFMA’sallowable design stress does not meet the design requirements of ANSI/MSS SP-58 and therefore was notused to determine listed gravity tension capacities.

For compliance with NFPA-13 (Safety Factor = 5 plus 250 lbs.) gravity hanger building attached componentdesign requirement, take the detail applicable ANSI/MSS SP-58 capacity and multiply it by (3.5) and matchit to an equal or lesser Minimum Check Load identified below.

1" & 1-1/4" pipe size ----1-1/2" pipe size -----------2" pipe size ----------------2-1/2" pipe size -----------3" pipe size --------------3-1/2" pipe size ---------4" pipe size --------------5" pipe size --------------6" pipe size --------------8" pipe size --------------10" pipe size ------------12" pipe size ------------

ANVIL PRODUCTSAdditional information on Anvil products, including warranties can be found at www.anvilintl.com

430 lbs Minimum Check Load.520 lbs Minimum Check Load.635 lbs Minimum Check Load.940 lbs Minimum Check Load.

1,060 lbs Minimum Check Load.1,255 lbs Minimum Check Load.1,500 lbs Minimum Check Load.2,000 lbs Minimum Check Load.2,650 lbs Minimum Check Load.4,050 lbs Minimum Check Load.5,855 lbs Minimum Check Load.7,900 lbs Minimum Check Load.

Capacities per NFPA-13 maximum hangerspans using schedule 40 steel pipe full ofwater and a (Safety Factor = 5 plus 250 lbs.).Project specific hanger spacing and pipeschedule capacities can be engineeredprovided a (Safety Factor = 5 plus 250 lbs.)is maintained.


[email protected]

2019 Edition

CONTINUED NEXT PAGE

Notice:Beam Clamp Bolt Shall Be In Full Contact With Inside Back Of Strut Metal. Bolt Shall Not Overhang Or Pass Through Holes, Slots OrOpenings In The Back Of The Strut Member. Outside Back Of Strut Shall Be In Full Contact With Underside Of Beam Flange Steel.

Solid Back Strut Without Holes Or Slots Is Not Referenced Within This Notice, As The Placement Of The Clamp Bolt Between TheOpenings Is Not Relevant.

Strut Options Have Been Identified WIthin Badger Installation Details.

(TYP.)Badger Industries

(SBC158)Patent PendingBeam Clamp

(9/16") Inch Diameter Openings

(1-7/8")

(9/16"x1-1/8") Inch Slot Openings

(2")

END VIEWBack Of Strut Member

Beam Flange

TOP OF STRUT

SIDE OF STRUTSIDE OF STRUT

Badger Industries

(SBC158)Beam Clamp Bolt,(TYP.)

(TYP.) (1 Of 1) Badger Industries (SBC158)Beam Clamp Bolt, Installed In Full ContactWith Inside Back Of Strut Metal. See Notice

(TYP.) (1 Of 1) Badger Industries (SBC158)Beam Clamp Bolt, Installed In Full ContactWith Inside Back Of Strut Metal. See Notice

BadgerSBC158


[email protected]

2019 Edition

CONTINUED NEXT PAGE

Notice:Attachment Usable For Both Upper And Lower BeamFlange Installations. This Attachment May Or May NotRequire Patching Of The Fire Proofing. Consult WithProject Structural Engineer Of Record And AuthorityHaving Jurisdiction Prior To Notching Fire Proofing.

Use Depicted Badger Industries (SBC158) BeamClamp For Flange Thickness (0.1875") Inch, To AMaximum Thickness Of (1.260") Inch.

Use Badger Industries (SBC158L-C) Beam Clamp ForFlange Thickness (1.300") Inch, To A MaximumThickness Of (3.00") Inch.

For Beam Flange Thickness (2.1250") To (3.00") InchUse Badger Industries Beam Clamp (SBC158L) OrBeam Clamp (SBC158L-C).

Beam Clamp UpperLegs Shall Be In FullContact With BeamFlange Steel, (TYP.)

(3/4")

(1-1/4")

(1-1/4")

(1-5/8")BadgerSBC158

BadgerSBC158

Torque-OffBadger IndustriesBeam ClampBolt Head, (TYP.)

(3/4")

(3")

(1-1/4")

(1-5/8")BadgerSBC158

Notch Fire Proofing With Saw Blade To Expose Steel For Placement Of Beam Clamp Legs.

Press Or Hammer Tap Beam Clamp Tight To Edge AndTop Of Beam Flange Steel. Tighten Torque-Off Bolt Allowing It ToBurrow Through Bottom Of Flange Fire Proofing And BecomeTight Against Beam Flange Steel. Continue Tightening UntilTorque-Off Head Of Bolt Breaks Away. Inspect To ConfirmBeam Clamp Is Tight And Secure To Beam Flange Steel.

Prior To Installation LowerBeam Clamp Bolt To ClearFire Proofing On BottomSide Of Flange.

BadgerSBC158L


[email protected]

2019 Edition

END

(0.70")

(0.70")

Beam Clamp BoltShall Be In FullContact With BeamFlange Steel, (TYP.)

DepthPer Detail

(1-1/2")(1-5/8")

DepthPer Detail

(1-1/2")(1-5/8")

SINGLE HANGER STRUT HANGER

Notice:Listed Flange Thickness Applicable For Both Upper And Lower Flanges.

Actual Beam Clamp With Strut And/Or Threaded Rod Assembly CombinationsShall Be As Engineered By Others. Steel Beam And/Or Joist Are By Others.

SBC158-FRD

~ BADGER INDUSTRIES ~SBC158 Beam Clamp - Fitment Reference Detail

(Elev. View) - (Not To Scale) - (Read General Notes Prior To Use)

"W", "M", "HP" &"L" Section SteelBeams And Joists

By Others(TYP.)Badger Industries

(SBC158)Patent PendingBeam Clamp(No Substitution)

Min. (0.1875")Max. (1.260")Flange ThicknessFor Vertical SupportThreaded Rod Sizes,(3/8"), (1/2") & (5/8")



(SBC158)Patent PendingBeam Clamp(No Substitution)

Min. (0.1875")Max. (1.260")Flange ThicknessFor Single StrutDepth Sizes,(13/16"), (1"),(1-3/8") & (1-5/8")

Min. (0.1875")Max. (1.125")Flange ThicknessFor Back-To-BackStrut Depth Size,(1-5/8")

BadgerSBC158

BadgerSBC158

Min. (0.1875")Max. (0.9375")Flange ThicknessFor Back-To-BackStrut Depth Size, (2")


Min. (0.1875")Max. (0.375")Flange ThicknessFor Single StrutDepth Size, (2-7/16")

BadgerSBC158

INSTALLATION DETAILBADGER

[email protected]

2019 Edition

SEISMIC BRACEPerpendicular To Beam Length


Actual Seismic Brace Assembly Combinations Shall Be As Engineered ByOthers. Steel Beam And/Or Joist Are By Others.

SBC158-C-FRD

SEISMIC BRACEParallel To Beam Length

SEISMIC BRACESkewed To Beam Length

Depicted Perpendicular Depicted ParallelTo Beam Length

Badger Industries

Seismic Hardware WithBadger RIGID Or CABLE

Bracing Per “SEBO”(No Substitution)

Depicted SkewedTo Beam Length

Badger Industries

~ BADGER INDUSTRIES ~SBC158-C Beam Clamp - Fitment Reference Detail




(SBC158-C)Patent PendingBeam Clamp WithCup Point Spacer(No Substitution)

Min. (0.1875")Max. (1.260")Flange Thickness

BadgerSBC158

Cup PointSpace (TYP.)



By Others(TYP.)

Badger Industries

(SBC158-C)Patent Pending

Beam Clamp WithCup Point Spacer(No Substitution)





(SBC158-C)Patent PendingBeam Clamp WithCup Point Spacer(No Substitution)



Badger SSC Badger SSC

Badger SSC

BadgerSBC158


BadgerSBC158


Badger SSC

Badger SSCBadger SSC


[email protected]

2019 Edition

(SSC) OrNUSIG (SB1258)




To Beam LengthBadger Industries




DepthPer Detail

(1-1/2")(1-5/8")

DepthPer Detail

(1-1/2")(1-5/8")



SBC158L-FRD


~ BADGER INDUSTRIES ~SBC158L Beam Clamp - Fitment Reference Detail


BadgerSBC158L

BadgerSBC158L


(SBC158L)Patent PendingBeam Clamp(No Substitution)

Min. (2.00")Max. (3.00")Flange ThicknessFor Vertical SupportThreaded Rod Sizes,(3/8"), (1/2"), (5/8")& (3/4")









BadgerSBC158L


By Others "W", "M", "HP" &"L" Section SteelBeams And Joists

By Others


[email protected]

2019 Edition

DepthPer Detail

(1-1/2")(1-5/8")

DepthPer Detail

(1-1/2")(1-5/8")



SBC158L-C-FRD


~ BADGER INDUSTRIES ~SBC158L-C Beam Clamp - Fitment Reference Detail


BadgerSBC158L

BadgerSBC158L


(SBC158L-C)Patent PendingBeam Clamp WithCup Point Spacer(No Substitution)

Min. (1.250")Max. (3.00")Flange ThicknessFor Vertical SupportThreaded Rod Sizes,(3/8"), (1/2"), (5/8")& (3/4")


(SBC158L-C)Patent PendingBeam Clamp WithCup Point Spacer(No Substitution)







BadgerSBC158L

CupPoint

Space(TYP.),HiddenBehind

ThreadedRod




By Others "W", "M", "HP" &"L" Section SteelBeams And Joists

By Others


[email protected]

2019 Edition


(TYP.) (1 Of 1)Badger Industries

(SBC158)Patent PendingBeam Clamp. SeeThick Flange Notice(No Substitution)

Notice:Listed Capacities Based On Testing And EngineeredAnalysis. Testing Was Performed (Without) RestrainingStrap. Beam Clamp Was Not Tested For Use On BeamsWith "S" Section Shapes. Weaker Components / ConditionsWithin Overall Design And Application Including, But NotLimited To The Building Structure Capacity Shall Control.

Install Beam Clamp Throat Steel-To-Steel Tight To FlangeOf Beam. Tighten Beam Clamp Bolt Until Tight AgainstBeam Flange And Torque-Off Head Of Bolt Breaks Away.

Min. (0.1875")Max. (1.260")Beam Flange Thickness.See Thick Flange Notice

Thick Flange Notice:Use Badger Industries (SBC158L-C) Beam ClampFor Flange Thickness (1.300") Inch, To A MaximumThickness Of (3.00") Inch.

SVC51

Compliant Per 2016 NFPA-13, Paragraph 9.1.1.2 For Single HangerPiping 8" And Smaller

FpT / FpC

~ BADGER INDUSTRIES ~Seismic Vertical Connection - Single Beam Clamp Attachment


BADGERINDUSTRIES

Seismic HardwarePart Number

~ BADGER INDUSTRIES ~Detail (SVC51)

SBC158

VerticalSupportRod Size

3/8"

1/2"

5/8"

1,350 lbs.

1,350 lbs.

ANSI / FM 1950-2016

SBC158

SBC158

730 lbs.

MaximumSEISMIC

FpT / FpC (LRFD)

3,531 lbs.

ANSI / MSSSP-58

MaximumAllowableTension

GRAVITY

3/4" 1,350 lbs.SBC158

Torque-OffBadger IndustriesBeam Clamp BoltPrior To InstallationOf Vertical SupportRod, (TYP.)

ASTM A563 Coupler Nut,One End Sized To Fit (1/2-13)

Beam Clamp Bolt, And OneEnd Sized To Fit Vertical

Support Rod. Coupler NutThread Engagement Onto

Torque-Off Bolt Threads ShallBe Minimum (1/2") Inch.

Coupler Nut Shall Not ContactUnderside Of Beam Clamp

ASTM A36Or Better

Vertical SupportRod Per Chart,

(TYP.)

Per Chart

BadgerSBC158


By Others


[email protected]

2019 Edition

GravityPer Chart

Min. (0.1875")Max. (1.260")Beam Flange

Thickness. SeeThick Flange

Notice

Vertical Support Rod Placement Off-Set AtEdge Of Beam Flange Allows For Full

Beam Depth Vertical Adjustment, (TYP.)





Notice:Listed Capacities Based On Testing And Engineered Analysis. Testing WasPerformed (Without) Restraining Strap. Beam Clamp Was Not Tested ForUse On Beams With "S" Section Shapes. Weaker Components / ConditionsWithin Overall Design And Application Including, But Not Limited To TheBuilding Structure Capacity Shall Control.

Install Beam Clamp Throat Steel-To-Steel Tight To Flange Of Beam. TightenBeam Clamp Bolt Until Tight Against Beam Flange And Torque-Off Head OfBolt Breaks Away.


SVC51-EF




BADGERINDUSTRIES


~ BADGER INDUSTRIES ~Detail (SVC51-EF)

SBC158


3/8"

1/2"

5/8"

1,350 lbs.

2,160 lbs.

ANSI / FM 1950-2016

SBC158

SBC158

730 lbs.

MaximumSEISMIC

FpT / FpC (LRFD)

2,040 lbs.

ANSI / MSSSP-58


GRAVITY

Upper AndLower Strut NutsSized To Fit VerticalSupport Rod.Installed HandTight Plus (1/4)Turn. Lower StrutNut Is Not RequiredFor Gravity VerticalSupports Not RequiredTo Resist Uplift Forces,(TYP.)

BadgerSBC158

BadgerSBC158


By Others


FpT / FpCPer Chart

GravityPer Chart

FpT / FpC

Per ChartGravityPer Chart

Torque-OffBadger IndustriesBeam Clamp BoltPrior To InstallationOf Vertical Support,Rod (TYP.)


[email protected]

2019 Edition

ASTM A36Or Better


(TYP.)

ASTM A36Or Better VerticalSupport Rod PerChart, (TYP.)

Vertical Support Rod Placement Off-Set AtEdge Of Beam Flange Allows For Full

Beam Depth Vertical Adjustment, (TYP.)

Notice:Listed Capacities Based On Testing And Engineered Analysis. Testing WasPerformed (Without) Restraining Strap. Beam Clamp Was Not Tested ForUse On Beams With "S" Section Shapes. Weaker Components / ConditionsWithin Overall Design And Application Including, But Not Limited To TheBuilding Structure Capacity Shall Control.

Install Beam Clamp Throat Steel-To-Steel Tight To Flange Of Beam. TightenBeam Clamp Bolt Until Tight Against Beam Flange And Torque-Off Head OfBolt Breaks Away.

SVC51L-EF


(SBC158L-C)Or (SBC158L)Patent PendingBeam Clamp. SeeThick Flange(No Substitution)


(SBC158L-C)Or (SBC158L)Patent PendingBeam Clamp. SeeThick Flange(No Substitution)

(TYP.) For Beam FlangeThickness (1.300") To (3.00") UseBadger Beam Clamp (SBC158L-C).

(TYP.) For Beam Flange Thickness(2.1250") To (3.00") Use BadgerBeam Clamp (SBC158L) OrBeam Clamp (SBC158L-C)




BADGERINDUSTRIES


~ BADGER INDUSTRIES ~Detail (SVC51L-EF)


3/8"

1/2"

5/8"

1,350 lbs.

2,160 lbs.

ANSI / FM 1950-2016

730 lbs.

MaximumSEISMIC

FpT / FpC (LRFD)

2,040 lbs.

ANSI / MSSSP-58


GRAVITY

3/4" 2,160 lbs.

SBC158LOr

SBC158L-CSee Flange

Thickness Notes

Upper AndLower Strut NutsSized To Fit VerticalSupport Rod.Installed HandTight Plus (1/4)Turn. Lower StrutNut Is Not RequiredFor Gravity VerticalSupports Not RequiredTo Resist Uplift Forces,(TYP.)


By Others

BadgerSBC158L

BadgerSBC158L

FpT / FpC


FpT / FpC




[email protected]

2019 Edition

ASTM A36Or Better


(TYP.)

ASTM A36Or Better VerticalSupport Rod PerChart, (TYP.)


SVC51-C2

Notice:Listed Capacities Based On Testing And EngineeredAnalysis. Testing Was Performed (Without) RestrainingStrap. Beam Clamp Was Not Tested For Use OnBeams With "S" Section Shapes. Weaker Components/ Conditions Within Overall Design And ApplicationIncluding, But Not Limited To The Building StructureCapacity Shall Control.

Install Beam Clamp Throat Steel-To-Steel Tight ToFlange Of Beam. Tighten Each Beam Clamp Bolt UntilStrut Is Tight Against Beam Flange And Torque-OffHead Of Bolt Breaks Away. Use Of An Alternate StrutShall Be Engineered By Others.

Multiple Loads Can Be Placed Across Span [X],Provided The Accumulated Loads Do Not ExceedApplicable Listing Within Chart.




Min. (0.1875")Max. (1.260")Beam FlangeThickness. SeeThick Flange Notice



(1-5/8")

(1-5/8")

Threaded RodConn., To Strut

AttachmentCan Be Other

Anvil (AS 200),(AS 200H) Or (AS 200EH)(12 ga. 1-5/8"x1-5/8")Single Strut Member, (TYP.)



BADGERINDUSTRIES


[X]Maximum

6"

9"

12"

SBC158

SBC158

SBC158

15"

18"

SBC158

SBC158

21"

24"

72 lbs.

56 lbs.

SBC158

SBC158

ANSI / FM 1950-2016Maximum

SEISMICFpT (LRFD) FpC (LRFD)

437 lbs.

317 lbs.

199 lbs.

134 lbs.

96 lbs.

Cantilever End Load

8"SBC158 350 lbs.

7"SBC158 388 lbs.

5"SBC158 499 lbs.

4"SBC158 583 lbs.

29 lbs.

22 lbs.

313 lbs.

176 lbs.

94 lbs.

59 lbs.

40 lbs.

227 lbs.

263 lbs.

386 lbs.

503 lbs.

~ BADGER INDUSTRIES ~Detail (SVC51-C2)

82 lbs.

73 lbs.

237 lbs.

172 lbs.

135 lbs.

111 lbs.

95 lbs.

190 lbs.

211 lbs.

271 lbs.

316 lbs.

ANSI / MSSSP-58


GRAVITY


[X]MaximumPer Chart

(2")Min.

[X]MaximumPer Chart

(2")Min.

(2")Minimum

(2")Minimum

ASTM A36 Or BetterThreaded Rod WithHex Nut, Anvil SquareStrut Washer And AnvilStrut Nut Tighten HandTight Plus (1/4) Turn

(2")Min.

BadgerSBC158

BadgerSBC158


By Others

ASTM A36Or Better VerticalSupport Rod

ASTM A36Or Better

VerticalSupport Rod

FpT / FpCPer Chart

GravityPer Chart

FpT / FpCPer Chart

GravityPer Chart

FpT / FpCPer Chart

GravityPer Chart

Beam Clamp BoltShall Be In FullContact With InsideBack Of Strut Metal,(TYP.)


[email protected]

2019 Edition



Min. (0.1875")Max. (1.260")Beam FlangeThickness



SBC51L-C2


(1-5/8")

Anvil (AS 200 BTB) (12 ga. 3-1/4"x1-5/8")Double Back-To-Back Manufacturer Spot

Welded Single (12 ga. 1-5/8"x1-5/8") StrutMembers, Both Having Solid Backs (Without)

Holes Or Slotted Openings, (TYP.)




BADGERINDUSTRIES


~ BADGER INDUSTRIES ~Detail (SVC51L-C2)

[X]Maximum

6"

9"

12"

SBC158L

SBC158L

SBC158L

15"

18"

SBC158L

SBC158L

21"

24"

256 lbs.

226 lbs.

SBC158L

SBC158L



736 lbs.

535 lbs.

420 lbs.

346 lbs.

294 lbs.

8"SBC158L 588 lbs.

7"SBC158L 654 lbs.

5"SBC158L 841 lbs.

4"SBC158L 982 lbs.

43 lbs.

33 lbs.

388 lbs.

247 lbs.

141 lbs.

88 lbs.

60 lbs.

282 lbs.

326 lbs.

479 lbs.

624 lbs.



91 lbs.

80 lbs.

262 lbs.

190 lbs.

150 lbs.

123 lbs.

105 lbs.

210 lbs.

233 lbs.

300 lbs.

350 lbs.

ANSI/MSSSP-58


GRAVITY

Cantilever End Load

(2")Min.

(2")Minimum

(2")Min.


Torque-OffBadger IndustriesBeam ClampBolt (TYP.)

(2")Min.

(2")Min.

BadgerSBC158L

(3-1/4")

BadgerSBC158L


By Others

[X]MaximumPer Chart

[X]MaximumPer Chart


ASTM A36Or Better

VerticalSupport Rod

FpT / FpC


FpT / FpCPer Chart

GravityPer Chart



[email protected]

2019 Edition

SVC51-C3






(1-5/8")

(1-5/8")









BADGERINDUSTRIES


[X]Maximum

6"

9"

12"

SBC158

SBC158

SBC158

15"

18"

SBC158

SBC158

21"

24"

SBC158

SBC158



Cantilever End Load

8"SBC158

7"SBC158

5"SBC158

4"SBC158


109 lbs.

94 lbs.

316 lbs.

237 lbs.

190 lbs.

155 lbs.

128 lbs.

259 lbs.

285 lbs.

356 lbs.

407 lbs.

ANSI / MSSSP-58


GRAVITY

143 lbs.

111 lbs.

583 lbs.

437 lbs.

350 lbs.

262 lbs.

190 lbs.

476 lbs.

525 lbs.

655 lbs.

749 lbs.

29 lbs.

22 lbs.

313 lbs.

176 lbs.

94 lbs.

59 lbs.

40 lbs.

227 lbs.

263 lbs.

386 lbs.

503 lbs.


(2")Min.

(2")Min.

(3")Minimum

(3")Minimum


BadgerSBC158

BadgerSBC158


By Others


[X]MaximumPer Chart

[X]MaximumPer Chart

(2")Min.


ASTM A36Or Better

VerticalSupport Rod

FpT / FpCPer Chart

GravityPer Chart

FpT / FpC


FpT / FpCPer Chart

GravityPer Chart



[email protected]

2019 Edition






SBC51L-C3


(1-5/8")









BADGERINDUSTRIES



[X]Maximum

6"

9"

12"

SBC158L

SBC158L

SBC158L

15"

18"

SBC158L

SBC158L

21"

24"

368 lbs.

326 lbs.

SBC158L

SBC158L



982 lbs.

736 lbs.

588 lbs.

490 lbs.

420 lbs.

8"SBC158L 802 lbs.

7"SBC158L 883 lbs.

5"SBC158L 1,104 lbs.

4"SBC158L 1,262 lbs.

43 lbs.

33 lbs.

388 lbs.

247 lbs.

141 lbs.

88 lbs.

60 lbs.

282 lbs.

326 lbs.

479 lbs.

624 lbs.

131 lbs.

116 lbs.

350 lbs.

262 lbs.

210 lbs.

175 lbs.

150 lbs.

286 lbs.

315 lbs.

393 lbs.

450 lbs.

ANSI/MSSSP-58


GRAVITY

Cantilever End Load

(2")Min.

(3")Minimum

(2")Min.



(3")Min.

(2")Min.

BadgerSBC158L

(3-1/4")

BadgerSBC158L


By Others

[X]MaximumPer Chart

[X]MaximumPer Chart


ASTM A36Or Better

VerticalSupport Rod

FpT / FpC


FpT / FpC




[email protected]

2019 Edition

SVC51-C4






(1-5/8")

(1-5/8")









BADGERINDUSTRIES


[X]Maximum

6"

9"

12"

SBC158

SBC158

SBC158

15"

18"

SBC158

SBC158

21"

24"

SBC158

SBC158



Cantilever End Load

8"SBC158

7"SBC158

5"SBC158

4"SBC158


109 lbs.

94 lbs.

380 lbs.

261 lbs.

195 lbs.

155 lbs.

128 lbs.

294 lbs.

336 lbs.

422 lbs.

475 lbs.

ANSI / MSSSP-58


GRAVITY

198 lbs.

172 lbs.

700 lbs.

468 lbs.

350 lbs.

279 lbs.

232 lbs.

527 lbs.

603 lbs.

777 lbs.

875 lbs.

29 lbs.

22 lbs.

313 lbs.

176 lbs.

94 lbs.

59 lbs.

40 lbs.

227 lbs.

263 lbs.

386 lbs.

503 lbs.


(2")Min.

(2")Min.

(4")Minimum

(4")Minimum


BadgerSBC158

BadgerSBC158


By Others


[X]MaximumPer Chart

[X]MaximumPer Chart

(2")Min.


ASTM A36Or Better

VerticalSupport Rod

FpT / FpCPer Chart

GravityPer Chart

FpT / FpCPer Chart

GravityPer Chart

FpT / FpCPer Chart

GravityPer Chart



[email protected]

2019 Edition






SBC51L-C4


(1-5/8")









BADGERINDUSTRIES



[X]Maximum

6"

9"

12"

SBC158L

SBC158L

SBC158L

15"

18"

SBC158L

SBC158L

21"

24"

471 lbs.

420 lbs.

SBC158L

SBC158L



1,178 lbs.

906 lbs.

736 lbs.

620 lbs.

535 lbs.

8"SBC158L 982 lbs.

7"SBC158L 1,071 lbs.

5"SBC158L 1,309 lbs.

4"SBC158L 1,472 lbs.

43 lbs.

33 lbs.

388 lbs.

247 lbs.

141 lbs.

88 lbs.

60 lbs.

282 lbs.

326 lbs.

479 lbs.

624 lbs.

168 lbs.

150 lbs.

420 lbs.

323 lbs.

262 lbs.

221 lbs.

190 lbs.

350 lbs.

381 lbs.

466 lbs.

525 lbs.

ANSI/MSSSP-58


GRAVITY

Cantilever End Load

(2")Min.

(4")Minimum

(2")Min.



(4")Min.

(2")Min.

BadgerSBC158L

(3-1/4")

BadgerSBC158L


By Others

[X]MaximumPer Chart

[X]MaximumPer Chart


ASTM A36Or Better

VerticalSupport Rod

FpT / FpC


FpT / FpC




[email protected]

2019 Edition

SVC51-C5






(1-5/8")

(1-5/8")









BADGERINDUSTRIES


[X]Maximum

6"

9"

12"

SBC158

SBC158

SBC158

15"

18"

SBC158

SBC158

21"

24"

SBC158

SBC158



Cantilever End Load

8"SBC158

7"SBC158

5"SBC158

4"SBC158


109 lbs.

94 lbs.

392 lbs.

261 lbs.

195 lbs.

155 lbs.

128 lbs.

294 lbs.

336 lbs.

471 lbs.

527 lbs.

ANSI / MSSSP-58


GRAVITY

198 lbs.

172 lbs.

703 lbs.

468 lbs.

350 lbs.

279 lbs.

232 lbs.

527 lbs.

603 lbs.

844 lbs.

971 lbs.

29 lbs.

22 lbs.

313 lbs.

176 lbs.

94 lbs.

59 lbs.

40 lbs.

227 lbs.

263 lbs.

386 lbs.

503 lbs.


(2")Min.

(2")Min.

(5")Minimum

(5")Minimum


Or Better

BadgerSBC158

BadgerSBC158


By Others


[X]MaximumPer Chart

[X]MaximumPer Chart

(2")Min.

ASTM A36

Support Rod

ASTM A36Or Better

VerticalSupport Rod

FpT / FpCPer Chart

GravityPer Chart

FpT / FpCPer Chart

GravityPer Chart

FpT / FpCPer Chart

GravityPer Chart



[email protected]

2019 Edition






SBC51L-C5


(1-5/8")









BADGERINDUSTRIES



[X]Maximum

6"

9"

12"

SBC158L

SBC158L

SBC158L

15"

18"

SBC158L

SBC158L

21"

24"

566 lbs.

507 lbs.

SBC158L

SBC158L



1,339 lbs.

1,052 lbs.

865 lbs.

736 lbs.

640 lbs.

8"SBC158L 1,132 lbs.

7"SBC158L 1,227 lbs.

5"SBC158L 1,472 lbs.

4"SBC158L 1,636 lbs.

43 lbs.

33 lbs.

388 lbs.

247 lbs.

141 lbs.

88 lbs.

60 lbs.

282 lbs.

326 lbs.

479 lbs.

624 lbs.

201 lbs.

181 lbs.

477 lbs.

375 lbs.

308 lbs.

262 lbs.

228 lbs.

403 lbs.

437 lbs.

525 lbs.

583 lbs.

ANSI/MSSSP-58


GRAVITY

Cantilever End Load

(2")Min.

(5")Minimum

(2")Min.



(5")Min.

(2")Min.

BadgerSBC158L

(3-1/4")

BadgerSBC158L


By Others

[X]MaximumPer Chart

[X]MaximumPer Chart


ASTM A36Or Better

VerticalSupport Rod

FpT / FpC


FpT / FpC




[email protected]

2019 Edition

SVC51-C6






(1-5/8")

(1-5/8")









BADGERINDUSTRIES


[X]Maximum

6"

9"

12"

SBC158

SBC158

SBC158

15"

18"

SBC158

SBC158

21"

24"

SBC158

SBC158



Cantilever End Load

8"SBC158

7"SBC158

5"SBC158

4"SBC158


109 lbs.

94 lbs.

392 lbs.

261 lbs.

195 lbs.

155 lbs.

128 lbs.

294 lbs.

336 lbs.

471 lbs.

570 lbs.

ANSI / MSSSP-58


GRAVITY

198 lbs.

172 lbs.

703 lbs.

468 lbs.

350 lbs.

279 lbs.

232 lbs.

527 lbs.

603 lbs.

844 lbs.

1,050 lbs.

29 lbs.

22 lbs.

313 lbs.

176 lbs.

94 lbs.

59 lbs.

40 lbs.

227 lbs.

263 lbs.

386 lbs.

503 lbs.


(2")Min.

(2")Min.

(6")Minimum

(6")Minimum


BadgerSBC158

BadgerSBC158


By Others


[X]MaximumPer Chart

[X]MaximumPer Chart

(2")Min.


ASTM A36Or Better

VerticalSupport Rod

FpT / FpCPer Chart

GravityPer Chart

FpT / FpCPer Chart

GravityPer Chart

FpT / FpCPer Chart

GravityPer Chart



[email protected]

2019 Edition






SBC51L-C6


(1-5/8")









BADGERINDUSTRIES



[X]Maximum

6"

9"

12"

SBC158L

SBC158L

SBC158L

15"

18"

SBC158L

SBC158L

21"

24"

634 lbs.

553 lbs.

SBC158L

SBC158L



1,472 lbs.

1,178 lbs.

982 lbs.

841 lbs.

736 lbs.

8"SBC158L 1,262 lbs.

7"SBC158L 1,359 lbs.

5"SBC158L 1,606 lbs.

4"SBC158L 1,767 lbs.

43 lbs.

33 lbs.

388 lbs.

247 lbs.

141 lbs.

88 lbs.

60 lbs.

282 lbs.

326 lbs.

479 lbs.

624 lbs.

233 lbs.

210 lbs.

525 lbs.

420 lbs.

350 lbs.

300 lbs.

262 lbs.

450 lbs.

484 lbs.

572 lbs.

630 lbs.

ANSI/MSSSP-58


GRAVITY

Cantilever End Load

(2")Min.

(6")Minimum

(2")Min.



(6")Min.

(2")Min.

BadgerSBC158L

(3-1/4")

BadgerSBC158L


By Others

[X]MaximumPer Chart

[X]MaximumPer Chart


ASTM A36Or Better

VerticalSupport Rod

FpT / FpC


FpT / FpC




[email protected]

2019 Edition

(1-5/8")

(1-5/8")






Notice:Listed Capacities Based On Testing And Engineered Analysis.Testing Was Performed (Without) Restraining Strap. BeamClamp Was Not Tested For Use On Beams With "S" SectionShapes. Weaker Components / Conditions Within OverallDesign And Application Including, But Not Limited To TheBuilding Structure Capacity Shall Control.

Install Beam Clamp Throat Steel-To-Steel Tight To Flange OfBeam. Tighten Beam Clamp Bolt Until Strut Is Tight AgainstUnderside Of Beam Flange And Torque-Off Head Of BoltBreaks Away. Use Of An Alternate Strut Shall Be EngineeredBy Others.

Multiple Loads Can Be Placed Across Span [X], ProvidedThe Accumulated Loads Do Not Exceed Applicable ListingWithin Chart.


SVC51-Ca

Anvil (AS 200),(AS 200H) Or (AS 200EH)(12 ga. 1-5/8"x1-5/8")Single Strut Member,(TYP.)



BADGERINDUSTRIES


[X]Maximum

6"

9"

12"

SBC158

SBC158

SBC158

15"

18"

SBC158

SBC158

21"

24"

SBC158

SBC158

ANSI / FM 1950-2016

Cantilever End Load

8"SBC158

7"SBC158

5"SBC158

4"SBC158

~ BADGER INDUSTRIES ~Detail (SVC51-Ca)

32 lbs.

28 lbs.

125 lbs.

80 lbs.

58 lbs.

46 lbs.

38 lbs.

91 lbs.

105 lbs.

154 lbs.

201 lbs.

ANSI / MSSSP-58


GRAVITY

29 lbs.

22 lbs.

MaximumSEISMIC

FpT / FpC (LRFD)

313 lbs.

176 lbs.

94 lbs.

59 lbs.

40 lbs.

227 lbs.

263 lbs.

386 lbs.

503 lbs.


[X]MaximumPer Chart

(2")Min.

(2")Min.

BadgerSBC158


By Others


FpT / FpCPer Chart

GravityPer Chart


[email protected]

2019 Edition


(SBC158L)Patent PendingBeam Clamp. SeeThick Flange Notice(No Substitution)





Install Beam Clamp Throat Steel-To-Steel Tight ToFlange Of Beam. Tighten Beam Clamp Bolt Until StrutIs Tight Against Underside Of Beam Flange And Torque-Off Head Of Bolt Breaks Away. Use Of An AlternateStrut Shall Be Engineered By Others.


SVC51L-Ca

(1-5/8")

Anvil (AS 200 BTB) (12 ga. 3-1/4"x1-5/8")Double Back-To-Back Manufacturer SpotWelded Single (12 ga. 1-5/8"x1-5/8") StrutMembers, Both Having Solid Backs (Without)Holes Or Slotted Openings, (TYP.)



BADGERINDUSTRIES


[X]Maximum

6"

9"

12"

SBC158L

SBC158L

SBC158L

15"

18"

SBC158L

SBC158L

21"

24"

SBC158L

SBC158L

ANSI / FM 1950-2016

Cantilever End Load

8"SBC158L

7"SBC158L

5"SBC158L

4"SBC158L

~ BADGER INDUSTRIES ~Detail (SVC51L-Ca)

36 lbs.

31 lbs.

138 lbs.

88 lbs.

65 lbs.

51 lbs.

42 lbs.

100 lbs.

116 lbs.

170 lbs.

222 lbs.

ANSI/MSSSP-58


GRAVITY

43 lbs.

33 lbs.

MaximumSEISMIC

FpT / FpC (LRFD)

388 lbs.

247 lbs.

141 lbs.

88 lbs.

60 lbs.

282 lbs.

326 lbs.

479 lbs.

624 lbs.


[X]MaximumPer Chart

(2")Min.

(2")Min.

(2")Min.

BadgerSBC158L


By Others

(3-1/4")


Threaded Rod WithHex Nut, Anvil SquareStrut Washer And AnvilStrut Nut Tighten HandTight Plus (1/4) Turn


FpT / FpC




[email protected]

2019 Edition





SVC51-Cb



(1-5/8")

(1-5/8")End OfStrut Shall

Extend BeyondBeam Flange



Min. (0.1875")Max. (1.260")Beam FlangeThickness. SeeThick Flange Notice Threaded Rod

Conn., To Strut

Anvil (AS 200),(AS 200H) Or (AS 200EH)(12 ga. 1-5/8"x1-5/8")Single Strut Member,(TYP.)



BADGERINDUSTRIES


[X]Maximum

4"

7"

8"

SBC158

SBC158

SBC158

9"

10"

SBC158

SBC158

11"

12"

SBC158

SBC158

ANSI / FM 1950-2016

Cantilever End Load

6"SBC158

5"SBC158

3"SBC158

2"SBC158

~ BADGER INDUSTRIES ~Detail (SVC51-Cb)

56 lbs.

52 lbs.

141 lbs.

86 lbs.

76 lbs.

68 lbs.

62 lbs.

99 lbs.

116 lbs.

179 lbs.

246 lbs.

ANSI / MSSSP-58


GRAVITY

88 lbs.

75 lbs.

MaximumSEISMIC

FpT / FpC (LRFD)

353 lbs.

205 lbs.

161 lbs.

129 lbs.

106 lbs.

247 lbs.

291 lbs.

448 lbs.

615 lbs.


(2")Min.


(2")Min.

BadgerSBC158


By OthersAttachmentCan Be Other

[X]MaximumPer Chart

ASTM A36Or Better

VerticalSupport Rod

FpT / FpC


FpT / FpCPer Chart

GravityPer Chart



[email protected]

2019 Edition




SVC51L-Cb



(3-1/4")

(1-5/8")End OfStrut Shall

Extend BeyondBeam Flange





Anvil (AS 200 BTB)(12 ga. 3-1/4"x1-5/8")Double Back-To-BackManufacturer Spot WeldedSingle (12 ga. 1-5/8"x1-5/8")Strut Members, Both HavingSolid Backs (Without)Holes Or SlottedOpenings, (TYP.)



BADGERINDUSTRIES


[X]Maximum

4"

7"

8"

SBC158L

SBC158L

SBC158L

9"

10"

SBC158L

SBC158L

11"

12"

SBC158L

SBC158L

ANSI / FM 1950-2016

Cantilever End Load

6"SBC158L

5"SBC158L

3"SBC158L

2"SBC158L

~ BADGER INDUSTRIES ~Detail (SVC51L-Cb)

62 lbs.

57 lbs.

156 lbs.

95 lbs.

84 lbs.

75 lbs.

68 lbs.

109 lbs.

128 lbs.

198 lbs.

272 lbs.

ANSI/MSSSP-58


GRAVITY

175 lbs.

161 lbs.

MaximumSEISMIC

FpT / FpC (LRFD)

438 lbs.

267 lbs.

236 lbs.

212 lbs.

192 lbs.

307 lbs.

361 lbs.

557 lbs.

763 lbs.

(2")Min.



BadgerSBC158L


By Others

Beam Clamp BoltShall Be In FullContact With InsideBack Of Strut Metal,(TYP.) ASTM A36

Or Better Vertical

Support Rod


[X]MaximumPer Chart

FpT / FpCPer Chart

GravityPer Chart

FpT / FpCPer Chart

GravityPer Chart

(2")Min.


[email protected]

2019 Edition

End OfStrut Shall BeFlush With Or

Extend BeyondBeam Clamp,

(TYP.)

AnywhereBetweenClamps

(1-5/8")

Notice:Listed Capacities Based On Testing And Engineered Analysis.Testing Was Performed (Without) Restraining Strap. BeamClamp Was Not Tested For Use On Beams With "S" SectionShapes. Weaker Components / Conditions Within Overall DesignAnd Application Including, But Not Limited To The BuildingStructure Capacity Shall Control.

Install Each Beam Clamp Throat Steel-To-Steel Tight To FlangeOf Beam. Tighten Each Beam Clamp Bolt Until Strut Is TightAgainst Beam Flange And Torque-Off Head Of Bolt Breaks Away.Use Of An Alternate Strut Shall Be Engineered By Others.


(1-5/8")







SVC52



~ BADGER INDUSTRIES ~Detail (SVC52)


SEISMICFpT / FpC (LRFD)

1,934 lbs.

MaximumBeam Flange

Width

6"

BADGERINDUSTRIES


SBC158

~ BADGER INDUSTRIES ~Seismic Vertical Connection - Double Beam Clamp Attachment



GRAVITY

1,900 lbs.

12"SBC158 1,780 lbs.

18"SBC158 1,135 lbs.

ANSI / MSSSP-58



(18") Maximum

BadgerSBC158

BadgerSBC158


By Others

ASTM A36Or Better

VerticalSupport Rod

FpT / FpCPer Chart

GravityPer Chart



[email protected]

2019 Edition


Install Each Beam Clamp Throat Steel-To-Steel Tight To FlangeOf Beam. Tighten Each Beam Clamp Bolt Until Strut Is TightAgainst Beam Flange And Torque-Off Head Of Bolt Breaks Away.Use Of An Alternate Strut Shall Be Engineered By Others.

End OfStrut Shall BeFlush With Or

Extend BeyondBeam Clamp,

(TYP.)







(1-5/8")




Holes Or Slotted Openings

SVC52L


~ BADGER INDUSTRIES ~Detail (SVC52L)



2,152 lbs.

MaximumBeam Flange

Width

18"

BADGERINDUSTRIES


SBC158L




GRAVITY

ANSI/MSSSP-58

2,100 lbs.

(18") Maximum

Torque-OffBadger IndustriesBeam ClampBolt Head,(TYP.)


BadgerSBC158L

BadgerSBC158L

(3-1/4")


By Others

ASTM A36Or Better

VerticalSupport Rod

FpT / FpCPer Chart

GravityPer Chart



[email protected]

2019 Edition


(1-5/8")


(1-5/8")






SVC52a

Anvil (AS 200),(AS 200H) Or (AS 200EH)(12 ga. 1-5/8"x1-5/8")Single Strut Member, (TYP.)Beam Clamp Bolt

Hidden BehindDepicted ThreadedRod, Shall Be InFull Contact WithBeam Flange Steel,(TYP.)


Install Each Beam Clamp Throat Steel-To-Steel Tight To FlangeOf Beam. Tighten Beam Clamp Bolt Until Tight Against BeamFlange And Torque-Off Head Of Bolt Breaks Away. Use Of AnAlternate Strut Shall Be Engineered By Others.





~ BADGER INDUSTRIES ~Detail (SVC52a)



1,934 lbs.

MaximumBeam Flange

Width

6"

BADGERINDUSTRIES


SBC158


GRAVITY

1,900 lbs.

12"SBC158 1,780 lbs.

18"SBC158 1,135 lbs.

ANSI / MSSSP-58

Torque-OffBadger IndustriesBeam Clamp Bolt

Head, (TYP.)


(18") Maximum

(1/2") Bolt OrThreaded Rod With HexNut, Square Strut WasherOn Strut End And Strut NutOn Beam Clamp End.Tighten Until Strut Is HandTight To Underside Of BeamFlange Plus (1/4) Turn, (TYP.)

BadgerSBC158

BadgerSBC158


By Others

ASTM A36Or Better

VerticalSupport Rod

FpT / FpCPer Chart

GravityPer Chart

(2") Min.(TYP.)


[email protected]

2019 Edition







SVC52a-DS


Install Each Beam Clamp Throat Steel-To-Steel Tight To FlangeOf Beam. Tighten Beam Clamp Bolt Until Tight Against BeamFlange And Torque-Off Head Of Bolt Breaks Away. Use Of AnAlternate Strut Shall Be Engineered By Others.


Anvil (AS 300 BTB), (AS 300H BTB), (AS 300EH BTB),(AS 200 BTB), (AS 200H BTB) Or (AS 200EH BTB)

(12 ga. X-X/X"x1-5/8") Double Back-To-BackManufacturer Spot Welded Strut Members, Installed

Tight To Underside Of Beam Flange Steel, (TYP.)


(1-5/8")

(2-3/4")Minimum




~ BADGER INDUSTRIES ~Detail (SVC52a-DS)



1,934 lbs.

MaximumBeam Flange

Width

18"

BADGERINDUSTRIES


SBC158


GRAVITY

ANSI/MSSSP-58

1,900 lbs.

Torque-OffBadger IndustriesBeam Clamp Bolt

Head, (TYP.)

(18") Maximum


BadgerSBC158

BadgerSBC158


By Others

Beam Clamp BoltHidden BehindDepicted ThreadedRod, Shall Be InFull Contact WithBeam Flange Steel,(TYP.)

(1/2") Bolt OrThreaded Rod With HexNut, Square Strut WasherOn Strut End And Strut NutOn Beam Clamp End.Tighten Until Strut Is HandTight To Underside Of BeamFlange Plus (1/4) Turn, (TYP.)

ASTM A36Or Better

VerticalSupport Rod

FpT / FpCPer Chart

GravityPer Chart

(2") Min.(TYP.)


[email protected]

2019 Edition

Notice:Listed Capacities Based On Testing AndEngineered Analysis. Testing Was Performed(Without) Restraining Strap. Beam Clamp WasNot Tested For Use On Beams With "S" SectionShapes. Weaker Components / ConditionsWithin Overall Design And Application Including,But Not Limited To The Building StructureCapacity Shall Control.

Install Each Beam Clamp Throat Steel-To-SteelTight To Flange Of Beam. Tighten Beam ClampBolt Until Tight Against Beam Flange AndTorque-Off Head Of Bolt Breaks Away. Use OfAn Alternate Strut Shall Be Engineered ByOthers.

(Non-Uniform) Load Or Loads Can Be Placed

Across Span [X], Provided The AccumulatedLoads Do Not Exceed Applicable CenterConcentrated Load Listing Within Chart.

Thick Flange Notice:Use Badger Industries (SBC158L-C) BeamClamp For Flange Thickness (1.300") Inch, ToA Maximum Thickness Of (3.00") Inch.

SVC52-FS






Anvil (AS 200) Or (AS 200H)(12 ga. 1-5/8"x1-5/8")Single Strut Member

(1-5/8")


(1-5/8")

(2") Min.(TYP.)

BADGERINDUSTRIES


~ BADGER INDUSTRIES ~Detail (SVC52-FS)

SBC158

[X]Maximum

5'- 0" 6'- 0" 7'- 0"

MaximumSEISMIC

FpT / FpC (LRFD)

459 lbs. 390 lbs.

SBC158SBC158

555 lbs.

ANSI / FM 1950-2016

224 lbs. 189 lbs.

273 lbs.

MaximumSEISMIC

FpT / FpC (LRFD)

Uniform Load ConcentratedCenter Load

SBC158 4'- 0" 697 lbs. 345 lbs.SBC158 3'- 0" 934 lbs. 464 lbs.SBC158 2'- 0" 1,405 lbs. 701 lbs.SBC158 1'- 0" 2,817 lbs. 1,407 lbs.



8'- 0" 338 lbs.SBC158 162 lbs. 9'- 0" 297 lbs.SBC158 141 lbs.

10'- 0" 235 lbs.SBC158 123 lbs.

ANSI/MSS SP-58

MaximumAllowable Tension

GRAVITY

Uniform Load

252 lbs. 212 lbs.

306 lbs. 386 lbs. 519 lbs. 783 lbs.1,572 lbs.

183 lbs. 159 lbs. 140 lbs.


GRAVITY

120 lbs. 100 lbs.

148 lbs. 189 lbs. 257 lbs. 390 lbs. 785 lbs.

84 lbs. 72 lbs. 61 lbs.

ConcentratedCenter Load

Torque-Off BeamClamp Bolt Head Prior To Installation OfDepicted Lock Washer And Long (1/2-13)Coupler Nut, Tightened Until Lock WasherIs Flat, Plus (1/4) Turn, (TYP.)

[X] Maximum Per Chart

Long (1/2-13)Coupler Nut And LockWasher. Tightened UntilLock Washer Is Flat,Plus (1/4) Turn, (TYP.)


BadgerSBC158

BadgerSBC158


By Others

Strut Can Be Skewed Or Perpendicular To Beam Length

Beam Clamp BoltShall Be In FullContact WithBeam Flange Steel,(TYP.)

ASTM A36Or Better

VerticalSupport Rod

FpT / FpCPer Chart

GravityPer Chart


[email protected]

2019 Edition

End Of StrutWithout Vertical

Support RodShall Be Flush

With Or ExtendBeyond Beam

Clamp

(1-5/8")


(1-5/8")

SVC52-C4


Install Each Beam Clamp Throat Steel-To-Steel TightTo Flange Of Beam. Tighten Each Beam Clamp BoltUntil Strut Is Tight Against Beam Flange And Torque-Off Head Of Bolt Breaks Away. Use Of An AlternateStrut Shall Be Engineered By Others.











BADGERINDUSTRIES


[X]Maximum

12"

21"

24"

SBC158

SBC158

SBC158

27"

30"

SBC158

SBC158

ANSI / FM 1950-2016

Cantilever End Load

18"SBC158

15"SBC158

9"SBC158

6"SBC158


195 lbs.

109 lbs.

94 lbs.

83 lbs.

74 lbs.

128 lbs.

155 lbs.

254 lbs.

337 lbs.

ANSI/MSSSP-58


GRAVITY

MaximumSEISMIC

FpT / FpC (LRFD)

350 lbs.

166 lbs.

130 lbs.

103 lbs.

84 lbs.

221 lbs.

279 lbs.

468 lbs.

703 lbs.


(2")Min.

(4") Minimum


BadgerSBC158

BadgerSBC158


By Others


[X]MaximumPer Chart

(2")Min.


FpT / FpCPer Chart

GravityPer Chart

FpT / FpCPer Chart

GravityPer Chart



[email protected]

2019 Edition

End Of Strut WithoutVertical Support Rod Shall

Be Flush With Or ExtendBeyond Beam Clamp

SVC52L-C4














BADGERINDUSTRIES


[X]Maximum

12"

21"

24"

SBC158L

SBC158L

SBC158L

27"

30"

SBC158L

SBC158L

ANSI / FM 1950-2016

Cantilever End Load

18"SBC158L

15"SBC158L

9"SBC158L

6"SBC158L


226 lbs.

142 lbs.

126 lbs.

114 lbs.

104 lbs.

162 lbs.

189 lbs.

281 lbs.

372 lbs.

ANSI/MSSSP-58


GRAVITY

MaximumSEISMIC

FpT / FpC (LRFD)

710 lbs.

447 lbs.

398 lbs.

358 lbs.

326 lbs.

510 lbs.

594 lbs.

884 lbs.

1,169 lbs.

(2")Min.

(4") Minimum


(2")Min.


By Others



(1-5/8")

(3-1/4")

BadgerSBC158L

BadgerSBC158L

Beam Clamp BoltShall Be In FullContact WithBeam Flange Steel,(TYP.) [X]

MaximumPer Chart


FpT / FpCPer Chart

GravityPer Chart


[email protected]

2019 Edition

End Of StrutWithout Vertical

Support RodShall Be Flush

With Or ExtendBeyond Beam

Clamp

(1-5/8")


(1-5/8")

SVC52-C6













BADGERINDUSTRIES


[X]Maximum

12"

21"

24"

SBC158

SBC158

SBC158

27"

30"

SBC158

SBC158

ANSI / FM 1950-2016

Cantilever End Load

18"SBC158

15"SBC158

9"SBC158

6"SBC158


195 lbs.

109 lbs.

94 lbs.

83 lbs.

74 lbs.

128 lbs.

155 lbs.

261 lbs.

392 lbs.

ANSI/MSSSP-58


GRAVITY

MaximumSEISMIC

FpT / FpC (LRFD)

350 lbs.

198 lbs.

172 lbs.

152 lbs.

136 lbs.

232 lbs.

279 lbs.

468 lbs.

703 lbs.


(2")Min.

(6") Minimum


BadgerSBC158

BadgerSBC158


By Others


[X]MaximumPer Chart

(2")Min.


FpT / FpCPer Chart

GravityPer Chart

FpT / FpCPer Chart

GravityPer Chart



[email protected]

2019 Edition



SVC52L-C6

Notice:Liisted Capacities Based On Testing And EngineeredAnalysis. Testing Was Performed (Without) RestrainingStrap. Beam Clamp Was Not Tested For Use OnBeams With "S" Section Shapes. Weaker Components/ Conditions Within Overall Design And ApplicationIncluding, But Not Limited To The Building StructureCapacity Shall Control.













BADGERINDUSTRIES


[X]Maximum

12"

21"

24"

SBC158L

SBC158L

SBC158L

27"

30"

SBC158L

SBC158L

ANSI / FM 1950-2016

Cantilever End Load

18"SBC158L

15"SBC158L

9"SBC158L

6"SBC158L


321 lbs.

211 lbs.

189 lbs.

172 lbs.

157 lbs.

238 lbs.

274 lbs.

389 lbs.

492 lbs.

ANSI/MSSSP-58


GRAVITY

MaximumSEISMIC

FpT / FpC (LRFD)

1,009 lbs.

634 lbs.

553 lbs.

490 lbs.

439 lbs.

742 lbs.

860 lbs.

1,221 lbs.

1,545 lbs.

(2")Min.

(6") Minimum


(2")Min.


By Others



(1-5/8")

(3-1/4")

BadgerSBC158L

BadgerSBC158L


MaximumPer Chart


FpT / FpCPer Chart

GravityPer Chart


[email protected]

2019 Edition



SVC52L-C8














BADGERINDUSTRIES


[X]Maximum

12"

21"

24"

SBC158L

SBC158L

SBC158L

27"

30"

SBC158L

SBC158L

ANSI / FM 1950-2016

Cantilever End Load

18"SBC158L

15"SBC158L

9"SBC158L

6"SBC158L


397 lbs.

270 lbs.

244 lbs.

223 lbs.

205 lbs.

302 lbs.

343 lbs.

470 lbs.

576 lbs.

ANSI/MSSSP-58


GRAVITY

MaximumSEISMIC

FpT / FpC (LRFD)

1,118 lbs.

634 lbs.

553 lbs.

490 lbs.

439 lbs.

742 lbs.

892 lbs.

1,475 lbs.

1,808 lbs.

(2")Min.

(8") Minimum


(2")Min.


By Others



(1-5/8")

(3-1/4")

BadgerSBC158L

BadgerSBC158L


MaximumPer Chart


FpT / FpCPer Chart

GravityPer Chart


[email protected]

2019 Edition



SVC52L-C10














BADGERINDUSTRIES


[X]Maximum

12"

21"

24"

SBC158L

SBC158L

SBC158L

27"

30"

SBC158L

SBC158L

ANSI / FM 1950-2016

Cantilever End Load

18"SBC158L

15"SBC158L

9"SBC158L

6"SBC158L


458 lbs.

322 lbs.

293 lbs.

269 lbs.

240 lbs.

357 lbs.

401 lbs.

533 lbs.

638 lbs.

ANSI/MSSSP-58


GRAVITY

MaximumSEISMIC

FpT / FpC (LRFD)

1,118 lbs.

634 lbs.

553 lbs.

490 lbs.

439 lbs.

742 lbs.

892 lbs.

1,493 lbs.

2,003 lbs.

(2")Min.

(10") Minimum


(2")Min.


By Others



(1-5/8")

(3-1/4")

BadgerSBC158L

BadgerSBC158L


MaximumPer Chart


FpT / FpCPer Chart

GravityPer Chart


[email protected]

2019 Edition



SVC52L-C12














BADGERINDUSTRIES


[X]Maximum

12"

21"

24"

SBC158L

SBC158L

SBC158L

27"

30"

SBC158L

SBC158L

ANSI / FM 1950-2016

Cantilever End Load

18"SBC158L

15"SBC158L

9"SBC158L

6"SBC158L


509 lbs.

351 lbs.

305 lbs.

269 lbs.

240 lbs.

404 lbs.

451 lbs.

584 lbs.

685 lbs.

ANSI/MSSSP-58


GRAVITY

MaximumSEISMIC

FpT / FpC (LRFD)

1,118 lbs.

634 lbs.

553 lbs.

490 lbs.

439 lbs.

742 lbs.

892 lbs.

1,493 lbs.

2,152 lbs.

(2")Min.

(12") Minimum


(2")Min.


By Others



(1-5/8")

(3-1/4")

BadgerSBC158L

BadgerSBC158L


MaximumPer Chart


FpT / FpCPer Chart

GravityPer Chart


[email protected]

2019 Edition

SVC52-2C4





(1-5/8")

(1-5/8")










BADGERINDUSTRIES


[X]Maximum

12"

21"

24"

SBC158

SBC158

SBC158

27"

30"

SBC158

SBC158

ANSI / FM 1950-2016

Cantilever End Load

18"SBC158

15"SBC158

9"SBC158

6"SBC158

~ BADGER INDUSTRIES ~Detail (SVC52-2C4)

195 lbs.

109 lbs.

94 lbs.

83 lbs.

74 lbs.

128 lbs.

155 lbs.

254 lbs.

337 lbs.

ANSI/MSSSP-58


GRAVITY

MaximumSEISMIC

FpT / FpC (LRFD)

350 lbs.

166 lbs.

130 lbs.

103 lbs.

84 lbs.

221 lbs.

279 lbs.

468 lbs.

703 lbs.

(2")Min.

[X]MaximumPer Chart

(2")Min.

(4") Minimum



BadgerSBC158

BadgerSBC158


By OthersBeam Clamp BoltShall Be In FullContact WithBeam Flange Steel,(TYP.)

[X]MaximumPer Chart


FpT / FpCPer Chart

GravityPer Chart

FpT / FpCPer Chart

GravityPer Chart

ASTM A36Or Better

VerticalSupport Rod


[email protected]

2019 Edition

SVC52L-2C4














BADGERINDUSTRIES


~ BADGER INDUSTRIES ~Detail (SVC52L-2C4)

[X]Maximum

6" 9"12"

SBC158LSBC158LSBC158L

15"18"

SBC158LSBC158L

21"24"

447 lbs. 398 lbs.

SBC158LSBC158L



1,169 lbs. 884 lbs. 710 lbs. 594 lbs. 510 lbs.

27"30"

358 lbs. 326 lbs.

SBC158LSBC158L

33"36"

299 lbs. 276 lbs.

SBC158LSBC158L

ANSI/MSSSP-58


GRAVITY

Cantilever End Load

142 lbs. 126 lbs.

281 lbs. 226 lbs. 189 lbs. 162 lbs.

114 lbs. 104 lbs. 95 lbs. 88 lbs.

372 lbs.

(2")Min.

[X]MaximumPer Chart

(2")Min.

(4") Minimum


(2")Min.

(2")Min.


By Others

(1-5/8")

(3-1/4")

BadgerSBC158L



BadgerSBC158L

[X]MaximumPer Chart


FpT / FpCPer Chart

GravityPer Chart

FpT / FpCPer Chart

GravityPer Chart


ASTM A36Or Better

VerticalSupport Rod


[email protected]

2019 Edition

SVC52L-2C6












BADGERINDUSTRIES



[X]Maximum

6" 9"12"


15"18"

SBC158LSBC158L

21"24"

634 lbs. 533 lbs.

SBC158LSBC158L



1,545 lbs.1,221 lbs.1,009 lbs. 860 lbs. 742 lbs.

27"30"

490 lbs. 439 lbs.

SBC158LSBC158L

33"36"

397 lbs. 362 lbs.

SBC158LSBC158L

ANSI/MSSSP-58


GRAVITY

Cantilever End Load

211 lbs. 189 lbs.

389 lbs. 321 lbs. 274 lbs. 238 lbs.

172 lbs. 157 lbs. 145 lbs. 134 lbs.

492 lbs.

(2")Min.

[X]MaximumPer Chart

(2")Min.

(6") Minimum


(2")Min.

(2")Min.


By Others

(1-5/8")

(3-1/4")

BadgerSBC158L



BadgerSBC158L



[X]MaximumPer Chart


FpT / FpCPer Chart

GravityPer Chart

FpT / FpCPer Chart

GravityPer Chart


ASTM A36Or Better

VerticalSupport Rod


[email protected]

2019 Edition

SVC52L-2C8












BADGERINDUSTRIES



[X]Maximum

6" 9"12"


15"18"

SBC158LSBC158L

21"24"

634 lbs. 553 lbs.

SBC158LSBC158L




27"30"

490 lbs. 439 lbs.

SBC158LSBC158L

33"36"

397 lbs. 362 lbs.

SBC158LSBC158L

ANSI/MSSSP-58


GRAVITY

Cantilever End Load

270 lbs. 244 lbs.

470 lbs. 397 lbs. 343 lbs. 302 lbs.

223 lbs. 205 lbs. 190 lbs. 177 lbs.

576 lbs.

(2")Min.

[X]MaximumPer Chart

(2")Min.

(8") Minimum


(2")Min.

(2")Min.


By Others

(1-5/8")

(3-1/4")

BadgerSBC158L



BadgerSBC158L



[X]MaximumPer Chart


FpT / FpCPer Chart

GravityPer Chart

FpT / FpCPer Chart

GravityPer Chart


ASTM A36Or Better

VerticalSupport Rod


[email protected]

2019 Edition

SVC52L-2C10












BADGERINDUSTRIES



[X]Maximum

6" 9"12"


15"18"

SBC158LSBC158L

21"24"

634 lbs. 533 lbs.

SBC158LSBC158L




27"30"

490 lbs. 439 lbs.

SBC158LSBC158L

33"36"

397 lbs. 362 lbs.

SBC158LSBC158L

ANSI/MSSSP-58


GRAVITY

Cantilever End Load

322 lbs. 293 lbs.

533 lbs. 458 lbs. 401 lbs. 357 lbs.

269 lbs. 240 lbs. 217 lbs. 197 lbs.

638 lbs.

(2")Min.

[X]MaximumPer Chart

(2")Min.

(10") Minimum


(2")Min.

(2")Min.


By Others

(1-5/8")

(3-1/4")

BadgerSBC158L



BadgerSBC158L



[X]MaximumPer Chart


FpT / FpCPer Chart

GravityPer Chart

FpT / FpCPer Chart

GravityPer Chart


ASTM A36Or Better

VerticalSupport Rod


[email protected]

2019 Edition

SVC52L-2C12












BADGERINDUSTRIES



[X]Maximum

6" 9"12"


15"18"

SBC158LSBC158L

21"24"

634 lbs. 533 lbs.

SBC158LSBC158L




27"30"

490 lbs. 439 lbs.

SBC158LSBC158L

33"36"

397 lbs. 362 lbs.

SBC158LSBC158L

ANSI/MSSSP-58


GRAVITY

Cantilever End Load

351 lbs. 305 lbs.

584 lbs. 509 lbs. 451 lbs. 404 lbs.

269 lbs. 240 lbs. 217 lbs. 197 lbs.

685 lbs.

(2")Min.

[X]MaximumPer Chart

(2")Min.

(12") Minimum


(2")Min.

(2")Min.


By Others

(1-5/8")

(3-1/4")

BadgerSBC158L



BadgerSBC158L



[X]MaximumPer Chart


FpT / FpCPer Chart

GravityPer Chart

FpT / FpCPer Chart

GravityPer Chart


ASTM A36Or Better

VerticalSupport Rod


[email protected]

2019 Edition

SVC52L-2C14












BADGERINDUSTRIES



[X]Maximum

6" 9"12"


15"18"

SBC158LSBC158L

21"24"

634 lbs. 533 lbs.

SBC158LSBC158L




27"30"

490 lbs. 439 lbs.

SBC158LSBC158L

33"36"

397 lbs. 362 lbs.

SBC158LSBC158L

ANSI/MSSSP-58


GRAVITY

Cantilever End Load

351 lbs. 305 lbs.

626 lbs. 551 lbs. 493 lbs. 411 lbs.

269 lbs. 240 lbs. 217 lbs. 197 lbs.

723 lbs.

(2")Min.

[X]MaximumPer Chart

(2")Min.

(14") Minimum


(2")Min.

(2")Min.


By Others

(1-5/8")

(3-1/4")

BadgerSBC158L



BadgerSBC158L



[X]MaximumPer Chart


FpT / FpCPer Chart

GravityPer Chart

FpT / FpCPer Chart

GravityPer Chart


ASTM A36Or Better

VerticalSupport Rod


[email protected]

2019 Edition

(1-5/8")

Anvil (AS 200),(AS 200H) Or (AS 200EH)

(12 ga. 1-5/8"x1-5/8")Single Strut Member

(1-5/8")






SVC52-EF1

(2") Min.(TYP.)

Beam Clamp Bolt Shall Be InFull Contact With Beam FlangeSteel, (TYP.)

Beam Clamp BoltShall Be In Full ContactWith Beam Flange Steel,(TYP.)

Uniform Loading Per Chart - And - Not Depicted Center Concentrated Loading Per Chart



BADGERINDUSTRIES


~ BADGER INDUSTRIES ~Detail (SVC52-EF1)

SBC158

[X]Maximum

5'- 0" 6'- 0" 7'- 0"

MaximumSEISMIC

FpT / FpC (LRFD)

459 lbs. 390 lbs.

SBC158SBC158

555 lbs.

ANSI / FM 1950-2016

224 lbs. 189 lbs.

273 lbs.

MaximumSEISMIC

FpT / FpC (LRFD)




10'- 0" 235 lbs.SBC158 123 lbs.

ANSI/MSS SP-58


GRAVITY

Uniform Load

252 lbs. 212 lbs.


183 lbs. 159 lbs. 140 lbs.


GRAVITY

120 lbs. 100 lbs.


84 lbs. 72 lbs. 61 lbs.



124 lbs. 110 lbs.

52 lbs. 45 lbs.

Minimum (1/2") Diameter ASTM A307 Or Better BoltWith Square Strut Washer And Strut Nut, Hand TightPlus (1/4) Turn. Bolt Threads Shall Be Exposed ThroughStrut Nut. (TYP.) Connection Of Strut To Beam Clamp



By Others

BadgerSBC158






Depicted Individual BeamClamps Can Be InstalledOn Individual Steel BeamsOr Joists.



[email protected]

2019 Edition


SVC52-EF2



Listed Capacities Based On Testing AndEngineered Analysis. Testing Was Performed(Without) Restraining Strap. Beam Clamp WasNot Tested For Use On Beams With "S" SectionShapes. Weaker Components / ConditionsWithin Overall Design And Application Including,But Not Limited To The Building StructureCapacity Shall Control.





Notice:





BADGERINDUSTRIES



SBC158

[X]Maximum

5'- 0" 6'- 0" 7'- 0"

MaximumSEISMIC

FpT / FpC (LRFD)

881 lbs. 751 lbs.

SBC158SBC158

1,062 lbs.

ANSI / FM 1950-2016

433 lbs. 367 lbs.

525 lbs.

MaximumSEISMIC

FpT / FpC (LRFD)


SBC158 4'- 0" 1,332 lbs. 661 lbs.SBC158 3'- 0" 1,782 lbs. 887 lbs.SBC158 2'- 0" 2,678 lbs. 1,337 lbs.SBC158 1'- 0" 4,083 lbs. 2,681 lbs.


10'- 0" 514 lbs.SBC158 245 lbs.

ANSI/MSS SP-58


GRAVITY

Uniform Load

486 lbs. 412 lbs.

588 lbs. 740 lbs. 992 lbs.1,493 lbs.2,994 lbs.

356 lbs. 312 lbs. 277 lbs.


GRAVITY

236 lbs. 198 lbs.


169 lbs. 146 lbs. 127 lbs.



247 lbs. 222 lbs.

111 lbs. 98 lbs.




By Others (TYP.) (2 Of 2)Badger Industries





(2-7/16")

(1-5/8")

BadgerSBC158


(2") Min.(TYP.)



[email protected]

2019 Edition

SVC52-EF3



(3-1/4")

(1-5/8")

Listed Capacities Based On Testing AndEngineered Analysis. Testing Was Performed(Without) Restraining Strap. Beam Clamp WasNot Tested For Use On Beams With "S" SectionShapes. Weaker Components / ConditionsWithin Overall Design And Application Including,But Not Limited To The Building StructureCapacity Shall Control.





Notice:






BADGERINDUSTRIES



SBC158

[X]Maximum

5'- 0" 6'- 0" 7'- 0"

MaximumSEISMIC

FpT / FpC (LRFD)

1,413 lbs.1,206 lbs.

SBC158SBC158

1,701 lbs.

ANSI / FM 1950-2016

698 lbs. 593 lbs.

844 lbs.

MaximumSEISMIC

FpT / FpC (LRFD)


SBC158 4'- 0" 2,133 lbs. 1,061 lbs.SBC158 3'- 0" 2,851 lbs. 1,421 lbs.SBC158 2'- 0" 4,083 lbs. 2,139 lbs.SBC158 1'- 0" 4,083 lbs.

8'- 0" 1,050 lbs.SBC158 514 lbs. 9'- 0" 928 lbs.SBC158 451 lbs.

10'- 0" 830 lbs.SBC158 401 lbs.

ANSI/MSS SP-58


GRAVITY

Uniform Load

781 lbs. 665 lbs.

944 lbs.1,186 lbs.1,588 lbs.2,389 lbs.4,320 lbs.

576 lbs. 507 lbs. 451 lbs.


GRAVITY

382 lbs. 322 lbs.


277 lbs. 241 lbs. 211 lbs.



405 lbs. 366 lbs.

187 lbs. 166 lbs.

4,083 lbs.




By Others (TYP.) (2 Of 2)Badger Industries





BadgerSBC158


(2") Min.(TYP.)



[email protected]

2019 Edition

(1-5/8")

(1-5/8")



SVC52-EF1T

Beam Clamp BoltHidden Behind DepictedThreaded Rod, Shall BeIn Full Contact With BeamFlange Steel, (TYP.)

Beam ClampBolt Shall Be InFull ContactWith BeamFlange Steel,(TYP.)




Threaded Rod WithHex Nuts And SquareStrut Washers. (TYP.)For SuspendedTrapeze Supports


(TYP.) ASTM A36 Or Better Vertical Support Rod, Engineered By Others


Upper And Lower Strut Nuts Sized To Fit VerticalSupport Rod. Installed Hand Tight Plus (1/4)Turn. Lower Strut Nut Is Not Required ForGravity Vertical Supports Not Required ToResist Uplift (Compression) Forces, (TYP.)


By Others

BadgerSBC158






Vertical Support Rod PlacementOff-Set At Edge Of Beam Flange

Allows For Full Beam DepthVertical Adjustment, (TYP.)






BADGERINDUSTRIES


~ BADGER INDUSTRIES ~Detail (SVC52-EF1T)

SBC158

[X]Maximum

5'- 0" 6'- 0" 7'- 0"

MaximumSEISMIC

FpT / FpC (LRFD)

459 lbs. 390 lbs.

SBC158SBC158

555 lbs.

ANSI / FM 1950-2016

224 lbs. 189 lbs.

273 lbs.

MaximumSEISMIC

FpT / FpC (LRFD)




10'- 0" 235 lbs.SBC158 123 lbs.

ANSI/MSS SP-58


GRAVITY

Uniform Load

252 lbs. 212 lbs.


183 lbs. 159 lbs. 140 lbs.


GRAVITY

120 lbs. 100 lbs.


84 lbs. 72 lbs. 61 lbs.



124 lbs. 110 lbs.

52 lbs. 45 lbs.

Depicted Individual BeamClamps Can Be InstalledOn Upper Or Lower FlangeAnd/Or On Individual SteelBeams Or Joists.

(2") Min.(TYP.)


[email protected]

2019 Edition

(1-5/8")

(2-7/16")



SVC52-EF2T











By Others

BadgerSBC158











BADGERINDUSTRIES



SBC158

[X]Maximum

5'- 0" 6'- 0" 7'- 0"

MaximumSEISMIC

FpT / FpC (LRFD)

881 lbs. 751 lbs.

SBC158SBC158

1,062 lbs.

ANSI / FM 1950-2016

433 lbs. 367 lbs.

525 lbs.

MaximumSEISMIC

FpT / FpC (LRFD)


SBC158 4'- 0" 1,332 lbs. 661 lbs.SBC158 3'- 0" 1,782 lbs. 887 lbs.SBC158 2'- 0" 2,678 lbs. 1,337 lbs.SBC158 1'- 0" 4,083 lbs. 2,681 lbs.


10'- 0" 514 lbs.SBC158 245 lbs.

ANSI/MSS SP-58


GRAVITY

Uniform Load

486 lbs. 412 lbs.


356 lbs. 312 lbs. 277 lbs.


GRAVITY

236 lbs. 198 lbs.


169 lbs. 146 lbs. 127 lbs.



247 lbs. 222 lbs.

111 lbs. 98 lbs.




(2") Min.(TYP.)



[email protected]

2019 Edition

(1-5/8")

(3-1/4")



SVC52-EF3T










By Others

BadgerSBC158











BADGERINDUSTRIES



SBC158

[X]Maximum

5'- 0" 6'- 0" 7'- 0"

MaximumSEISMIC

FpT / FpC (LRFD)

1,413 lbs.1,206 lbs.

SBC158SBC158

1,701 lbs.

ANSI / FM 1950-2016

698 lbs. 593 lbs.

844 lbs.

MaximumSEISMIC

FpT / FpC (LRFD)


SBC158 4'- 0" 2,133 lbs. 1,061 lbs.SBC158 3'- 0" 2,851 lbs. 1,421 lbs.SBC158 2'- 0" 4,083 lbs. 2,139 lbs.SBC158 1'- 0" 4,083 lbs.


10'- 0" 830 lbs.SBC158 401 lbs.

ANSI/MSS SP-58


GRAVITY

Uniform Load

781 lbs. 665 lbs.

944 lbs.1,186 lbs.1,588 lbs.2,389 lbs.4,320 lbs.

576 lbs. 507 lbs. 451 lbs.


GRAVITY

382 lbs. 322 lbs.


277 lbs. 241 lbs. 211 lbs.



405 lbs. 366 lbs.

187 lbs. 166 lbs.



4,083 lbs.


(2") Min.(TYP.)




[email protected]

2019 Edition

(1-5/8")

(3-1/4")

Anvil (AS 200 BTB),(AS 200H BTB) Or

(AS 200EH BTB)(12 ga. 1-5/8"x1-5/8")Double Back-To-Back

Manufacturer Spot WeldedStrut Member

SVC52-EF4T










By Others

BadgerSBC158










Thick Flange Notice:Use Badger Industries(SBC158L-C) BeamClamp For F langeThickness (1.300") Inch,To A Maximum ThicknessOf (3.00") Inch.

BADGERINDUSTRIES



SBC158

[X]Maximum

5'- 0" 6'- 0" 7'- 0"

MaximumSEISMIC

FpT / FpC (LRFD)

1,296 lbs.1,104 lbs.

SBC158SBC158

1,563 lbs.

ANSI / FM 1950-2016

637 lbs. 540 lbs.

773 lbs.

MaximumSEISMIC

FpT / FpC (LRFD)


SBC158 4'- 0" 1,961 lbs. 973 lbs.SBC158 3'- 0" 2,623 lbs. 1,306 lbs.


10'- 0" 755 lbs.SBC158 360 lbs.

ANSI/MSS SP-58


GRAVITY

Uniform Load

714 lbs. 606 lbs.

865 lbs.1,089 lbs.1,460 lbs.

524 lbs. 459 lbs. 407 lbs.


GRAVITY

347 lbs. 291 lbs.

424 lbs. 537 lbs. 725 lbs.

248 lbs. 214 lbs. 186 lbs.



363 lbs. 326 lbs.

162 lbs. 142 lbs.




(2")Min.

(TYP.)




[email protected]

2019 Edition

(1-5/8")

(4-7/8")




SVC52-EF5T










By Others

BadgerSBC158











BADGERINDUSTRIES



SBC158

[X]Maximum

5'- 0" 6'- 0" 7'- 0"

MaximumSEISMIC

FpT / FpC (LRFD)

2,597 lbs.2,218 lbs.

SBC158SBC158

3,127 lbs.

ANSI / FM 1950-2016

1,285 lbs.1,093 lbs.

1,552 lbs.

MaximumSEISMIC

FpT / FpC (LRFD)


SBC158 4'- 0" 3,918 lbs. 1,950 lbs.SBC158 3'- 0" 4,083 lbs. 2,611 lbs.

8'- 0" 1,932 lbs.SBC158 948 lbs. 9'- 0" 1,709 lbs.SBC158 834 lbs.

10'- 0" 1,530 lbs.SBC158 742 lbs.

ANSI/MSS SP-58


GRAVITY

Uniform Load

1,438 lbs.1,224 lbs.

1,736 lbs.2,180 lbs.2,917 lbs.

1,063 lbs. 936 lbs. 834 lbs.


GRAVITY

706 lbs. 596 lbs.

857 lbs.1,081 lbs.1,452 lbs.

513 lbs. 448 lbs. 394 lbs.



750 lbs. 679 lbs.

350 lbs. 312 lbs.




(2")Min.

(TYP.)




[email protected]

2019 Edition

(1-5/8")

(6-1/2")




SVC52-EF6T










By Others

BadgerSBC158











BADGERINDUSTRIES



SBC158

[X]Maximum

5'- 0" 6'- 0" 7'- 0"

MaximumSEISMIC

FpT / FpC (LRFD)

4,083 lbs.3,684 lbs.

SBC158SBC158

ANSI / FM 1950-2016

2,138 lbs.1,822 lbs.

2,578 lbs.

MaximumSEISMIC

FpT / FpC (LRFD)


SBC158 4'- 0" 3,235 lbs.SBC158 3'- 0" 4,083 lbs.

8'- 0" 3,213 lbs.SBC158 1,584 lbs. 9'- 0" 2,846 lbs.SBC158 1,398 lbs.

10'- 0" 2,550 lbs.SBC158 1,247 lbs.

ANSI/MSS SP-58


GRAVITY

Uniform Load

2,392 lbs.2,040 lbs.

2,883 lbs.3,616 lbs.4,320 lbs.

1,775 lbs.1,567 lbs.1,400 lbs.


GRAVITY

1,179 lbs.1,000 lbs.

1,427 lbs.1,797 lbs.2,409 lbs.

865 lbs. 758 lbs. 672 lbs.



1,262 lbs.1,146 lbs.

600 lbs. 540 lbs.



4,083 lbs.4,083 lbs.4,083 lbs.


(2")Min.

(TYP.)




[email protected]

2019 Edition

(1-5/8")

(1-5/8")

Anvil (AS 200),(AS 200H) Or (AS 200EH) (12 ga. 1-5/8"x1-5/8")

Single Strut Member, Installed Tight ToUnderside Of Beam Flange Steel, (TYP.)







SVC52-LF

Concentrated CenterLoading Per Chart


Uniform Loading Per Chart





StrutOrientation ToUnderside Of

Beam Flange,(TYP.)



BadgerSBC158

BadgerSBC158

BadgerSBC158

BadgerSBC158

"W", "M","HP" & "L"

Section SteelBeams

And JoistsBy Others

BADGERINDUSTRIES


~ BADGER INDUSTRIES ~Detail (SVC52-LF)

SBC158

[X]Maximum

5'- 0" 6'- 0" 7'- 0"

MaximumSEISMIC

FpT / FpC (LRFD)

694 lbs. 592 lbs.

SBC158SBC158

837 lbs.

ANSI / FM 1950-2016

459 lbs. 390 lbs.

555 lbs.

MaximumSEISMIC

FpT / FpC (LRFD)


8'- 0" 514 lbs. .sbl 833 851CBS 9'- 0" 454 lbs. .sbl 792 851CBS

10'- 0" 405 lbs. .sbl 462 851CBS

ANSI/MSS SP-58


GRAVITY

Uniform Load

383 lbs. 325 lbs.

463 lbs.

281 lbs. 246 lbs. 219 lbs.


GRAVITY

252 lbs. 212 lbs.

306 lbs.

183 lbs. 159 lbs. 140 lbs.


11'- 0" 365 lbs. .sbl 732 851CBS 12'- 0" 331 lbs. .sbl 412 851CBS

195 lbs. 176 lbs.

124 lbs. 110 lbs.


Install Each Beam Clamp Throat Steel-To-SteelTight To Flange Of Beam. Tighten Each BeamClamp Bolt Until Strut Is Tight Against BeamFlange And Torque-Off Head Of Bolt BreaksAway. Use Of An Alternate Strut Shall BeEngineered By Others.




[email protected]

2019 Edition


(2") Min.(TYP.)


SVC52L-LF


(SBC158L)Patent PendingBeam Clamps(No Substitution)


(SBC158L)Patent PendingBeam Clamps(No Substitution)

(3-1/4")(TYP.)

Anvil (AS 200 BTB)(12 ga. 3-1/4"x1-5/8") Double Back-To-Back

Manufacturer Spot Welded Single (12 ga. 1-5/8"x1-5/8")Strut Members, Both Having Solid Backs (Without) Holes

Or Slotted Openings, (TYP.)

(1-5/8")



(Non-Uniform ) Load Or Loads Can Be Placed







Uniform Loading Per ChartStrut

Orientation ToUnderside Of

Beam Flange,(TYP.)



Torque-OffBadger IndustriesBeam ClampBolt, (TYP.)

BadgerSBC158

BadgerSBC158L

BadgerSBC158L

BadgerSBC158L


By Others

BADGERINDUSTRIES


~ BADGER INDUSTRIES ~Detail (SVC52L-LF)

SBC158L

[X]Maximum

5'- 0" 6'- 0" 7'- 0"

MaximumSEISMIC

FpT / FpC (LRFD)

1,954 lbs.1,669 lbs.

SBC158LSBC158L

2,152 lbs.

ANSI / FM 1950-2016

1,296 lbs.1,104 lbs.

1,563 lbs.

MaximumSEISMIC

FpT / FpC (LRFD)


8'- 0" 1,454 lbs. .sbl 069 L851CBS 9'- 0" 1,286 lbs. .sbl 748 L851CBS

10'- 0" 1,150 lbs. .sbl 557 L851CBS

ANSI/MSS SP-58


GRAVITY

Uniform Load

1,082 lbs. 921 lbs.

1,306 lbs.

799 lbs. 704 lbs. 627 lbs.


GRAVITY

714 lbs. 606 lbs.

865 lbs.

524 lbs. 459 lbs. 407 lbs.


11'- 0" 1,039 lbs. .sbl 086 L851CBS 12'- 0" 946 lbs. .sbl 716 L851CBS

564 lbs. 510 lbs.

363 lbs. 326 lbs.


[email protected]

2019 Edition


(2") Min.(TYP.)

Anvil (AS 200),(AS 200H) Or (AS 200EH)(12 ga. 1-5/8"x1-5/8")Single Strut Member

Min. (0.1875")Max. (1.260")Beam FlangeThickness.See ThickFlange Notice

SVC52-LFa




(SBC158)Patent Pending

Beam Clamp. SeeThick Flange Notice

(No Substitution)







BadgerSBC158

BadgerSBC158

(1-5/8")

(1-5/8")

"W", "M","HP" & "L"

Section SteelBeams

And JoistsBy Others

BADGERINDUSTRIES


~ BADGER INDUSTRIES ~Detail (SVC52-LFa)

SBC158

[X]Maximum

5'- 0" 6'- 0" 7'- 0"

MaximumSEISMIC

FpT / FpC (LRFD)

694 lbs. 592 lbs.

SBC158SBC158

837 lbs.

ANSI / FM 1950-2016

459 lbs. 390 lbs.

555 lbs.

MaximumSEISMIC

FpT / FpC (LRFD)



10'- 0" 405 lbs.SBC158 264 lbs.

ANSI/MSS SP-58


GRAVITY

Uniform Load

383 lbs. 325 lbs.

463 lbs.

281 lbs. 246 lbs. 219 lbs.


GRAVITY

252 lbs. 212 lbs.

306 lbs.

183 lbs. 159 lbs. 140 lbs.



195 lbs. 176 lbs.

124 lbs. 110 lbs.





(2") Min. (TYP.)

Torque-OffBadger Industries

Beam Clamp Bolt Head, (TYP.)



[email protected]

2019 Edition

SVC52L-LFa





(SBC158L)Patent Pending

Beam Clamp(No Substitution)


Welded Single (12 ga. 1-5/8"x1-5/8")Strut Members, Both Having Solid Backs

(Without) Holes Or Slotted Openings

(2") Min. (TYP.)



(Non-Uniform ) Load Or Loads Can Be Placed







Torque-OffBadger Industries

Beam Clamp Bolt Head, (TYP.)

BadgerSBC158L

BadgerSBC158L

"W", "M","HP" & "L"

Section SteelBeams

And JoistsBy Others

(1-5/8")

(3-1/4")

BADGERINDUSTRIES


~ BADGER INDUSTRIES ~Detail (SVC52L-LFa)

SBC158L

[X]Maximum

5'- 0" 6'- 0" 7'- 0"

MaximumSEISMIC

FpT / FpC (LRFD)

1,954 lbs.1,669 lbs.

SBC158LSBC158L

2,152 lbs.

ANSI / FM 1950-2016

1,296 lbs.1,104 lbs.

1,563 lbs.

MaximumSEISMIC

FpT / FpC (LRFD)


8'- 0" 1,454 lbs.SBC158L 960 lbs. 9'- 0" 1,286 lbs.SBC158L 847 lbs.

10'- 0" 1,150 lbs.SBC158L 755 lbs.

ANSI/MSS SP-58


GRAVITY

Uniform Load

1,082 lbs. 921 lbs.

1,306 lbs.

799 lbs. 704 lbs. 627 lbs.


GRAVITY

714 lbs. 606 lbs.

865 lbs.

524 lbs. 459 lbs. 407 lbs.


11'- 0" 1,039 lbs.SBC158L 680 lbs. 12'- 0" 946 lbs.SBC158L 617 lbs.

564 lbs. 510 lbs.

363 lbs. 326 lbs.



[email protected]

2019 Edition

Depicted Individual BeamClamps Can Be Installed On Upper Or Lower Flange.







(No Substitution)

SVC52-LF1T

(1-5/8")

(1-5/8")





Uniform Loading Per Chart - And - Not DepictedCenter Concentrated Loading Per Chart




Upper AndLower Strut NutsSized To Fit VerticalSupport Rod.Installed HandTight Plus (1/4)Turn. Lower StrutNut Is Not RequiredFor Gravity VerticalSupports Not RequiredTo Resist Uplift Forces,(TYP.)Badger

SBC158BadgerSBC158

"W", "M","HP" & "L"

Section SteelBeams

And JoistsBy Others

BADGERINDUSTRIES


~ BADGER INDUSTRIES ~Detail (SVC52-LF1T)

SBC158

[X]Maximum

5'- 0" 6'- 0" 7'- 0"

MaximumSEISMIC

FpT / FpC (LRFD)

459 lbs. 390 lbs.

SBC158SBC158

555 lbs.

ANSI / FM 1950-2016

224 lbs. 189 lbs.

273 lbs.

MaximumSEISMIC

FpT / FpC (LRFD)



10'- 0" 235 lbs.SBC158 123 lbs.

ANSI/MSS SP-58


GRAVITY

Uniform Load

252 lbs. 212 lbs.

306 lbs.

183 lbs. 159 lbs. 140 lbs.


GRAVITY

120 lbs. 100 lbs.

148 lbs.

84 lbs. 72 lbs. 61 lbs.



124 lbs. 110 lbs.

52 lbs. 45 lbs.






Vertical Support Rod PlacementOff-Set At Edge Of Beam FlangeAllows For Full Beam DepthVertical Adjustment, (TYP.)

(TYP.) ASTM A36 Or Better VerticalSupport Rod, Engineered By Others

(2") Min.(TYP.)



[email protected]

2019 Edition








(No Substitution)

SVC52-LF2T

(1-5/8")

(2-7/16")










SBC158BadgerSBC158

"W", "M","HP" & "L"

Section SteelBeams

And JoistsBy Others


BADGERINDUSTRIES



SBC158

[X]Maximum

5'- 0" 6'- 0" 7'- 0"

MaximumSEISMIC

FpT / FpC (LRFD)

881 lbs. 751 lbs.

SBC158SBC158

1,062 lbs.

ANSI / FM 1950-2016

433 lbs. 367 lbs.

525 lbs.

MaximumSEISMIC

FpT / FpC (LRFD)



10'- 0" 514 lbs.SBC158 245 lbs.

ANSI/MSS SP-58


GRAVITY

Uniform Load

486 lbs. 412 lbs.

588 lbs.

356 lbs. 312 lbs. 277 lbs.


GRAVITY

236 lbs. 198 lbs.

288 lbs.

169 lbs. 146 lbs. 127 lbs.



247 lbs. 222 lbs.

111 lbs. 98 lbs.







(2") Min.(TYP.)



[email protected]

2019 Edition








(No Substitution)

SVC52-LF3T

(1-5/8")

(3-1/4")










SBC158BadgerSBC158

"W", "M","HP" & "L"

Section SteelBeams

And JoistsBy Others


BADGERINDUSTRIES



SBC158

[X]Maximum

5'- 0" 6'- 0" 7'- 0"

MaximumSEISMIC

FpT / FpC (LRFD)

1,413 lbs.1,206 lbs.

SBC158SBC158

1,701 lbs.

ANSI / FM 1950-2016

698 lbs. 593 lbs.

844 lbs.

MaximumSEISMIC

FpT / FpC (LRFD)



10'- 0" 830 lbs.SBC158 401 lbs.

ANSI/MSS SP-58


GRAVITY

Uniform Load

781 lbs. 665 lbs.

944 lbs.

576 lbs. 507 lbs. 451 lbs.


GRAVITY

382 lbs. 322 lbs.

465 lbs.

277 lbs. 241 lbs. 211 lbs.



405 lbs. 366 lbs.

187 lbs. 166 lbs.







(2") Min.(TYP.)



[email protected]

2019 Edition








(No Substitution)

SVC52-LF4T

(1-5/8")

(3-1/4")











SBC158BadgerSBC158

"W", "M","HP" & "L"

Section SteelBeams

And JoistsBy Others


BADGERINDUSTRIES



SBC158

[X]Maximum

5'- 0" 6'- 0" 7'- 0"

MaximumSEISMIC

FpT / FpC (LRFD)

1,296 lbs.1,104 lbs.

SBC158SBC158

1,563 lbs.

ANSI / FM 1950-2016

637 lbs. 540 lbs.

773 lbs.

MaximumSEISMIC

FpT / FpC (LRFD)



10'- 0" 755 lbs.SBC158 360 lbs.

ANSI/MSS SP-58


GRAVITY

Uniform Load

714 lbs. 606 lbs.

865 lbs.

524 lbs. 459 lbs. 407 lbs.


GRAVITY

347 lbs. 291 lbs.

424 lbs.

248 lbs. 214 lbs. 186 lbs.



363 lbs. 326 lbs.

162 lbs. 142 lbs.







(2") Min.(TYP.)



[email protected]

2019 Edition








(No Substitution)

SVC52-LF5T

(1-5/8")

(4-7/8")











SBC158BadgerSBC158

"W", "M","HP" & "L"

Section SteelBeams

And JoistsBy Others


BADGERINDUSTRIES



SBC158

[X]Maximum

5'- 0" 6'- 0" 7'- 0"

MaximumSEISMIC

FpT / FpC (LRFD)

2,597 lbs.2,218 lbs.

SBC158SBC158

3,127 lbs.

ANSI / FM 1950-2016

1,285 lbs.1,093 lbs.

1,552 lbs.

MaximumSEISMIC

FpT / FpC (LRFD)



10'- 0" 1,530 lbs.SBC158 742 lbs.

ANSI/MSS SP-58


GRAVITY

Uniform Load

1,438 lbs.1,224 lbs.

1,736 lbs.

1,063 lbs. 936 lbs. 834 lbs.


GRAVITY

706 lbs. 596 lbs.

857 lbs.

513 lbs. 448 lbs. 394 lbs.



750 lbs. 679 lbs.

350 lbs. 312 lbs.







(2") Min.(TYP.)



[email protected]

2019 Edition








(No Substitution)

SVC52-LF6T

(1-5/8")

(6-1/2")












SBC158BadgerSBC158

"W", "M","HP" & "L"

Section SteelBeams

And JoistsBy Others


BADGERINDUSTRIES



SBC158

[X]Maximum

5'- 0" 6'- 0" 7'- 0"

MaximumSEISMIC

FpT / FpC (LRFD)

4,083 lbs.3,684 lbs.

SBC158SBC158

ANSI / FM 1950-2016

2,138 lbs.1,822 lbs.

2,578 lbs.

MaximumSEISMIC

FpT / FpC (LRFD)



10'- 0" 2,550 lbs.SBC158 1,247 lbs.

ANSI/MSS SP-58


GRAVITY

Uniform Load

2,392 lbs.2,040 lbs.

2,883 lbs.

1,775 lbs.1,567 lbs.1,400 lbs.


GRAVITY

1,179 lbs.1,000 lbs.

1,427 lbs.

865 lbs. 758 lbs. 672 lbs.



1,262 lbs.1,146 lbs.

600 lbs. 540 lbs.






4,083 lbs.

(2") Min.(TYP.)



[email protected]

2019 Edition

(1-5/8")

(1-5/8")

Anvil (AS 200) Or(AS 200H) (12 ga. 1-5/8"x1-5/8")

Single Strut Member, (TYP.)






Thick Flange Notice:Use Badger Indus t r ies(SBC158L-C) Beam ClampFor Flange Thickness (1.300")Inch, To A Maximum ThicknessOf (3.00") Inch.

SVC52-LFS1

(2") Min.(TYP.)


(SBC158)Patent PendingBeam Clamps. SeeThick Flange Notice(No Substitution)



Beam Clamps. SeeThick Flange Notice

(No Substitution)

Strut Can Be Skewed Or Perpendicular To Beams








Long (1/2-13) Coupler Nut And LockWasher. Tightened Until Lock WasherIs Flat, Plus (1/4) Turn, (TYP.)




BadgerSBC158

BadgerSBC158

BadgerSBC158

BadgerSBC158

"W", "M","HP" & "L"

Section SteelBeams

And JoistsBy Others

BADGERINDUSTRIES


~ BADGER INDUSTRIES ~Detail (SVC52-LFS1)

SBC158

[X]Maximum

12'- 0"13'- 0"14'- 0"

MaximumSEISMIC

FpT / FpC (LRFD)

109 lbs. 87 lbs.

SBC158SBC158

138 lbs.

ANSI / FM 1950-2016

68 lbs. 54 lbs.

87 lbs.

MaximumSEISMIC

FpT / FpC (LRFD)


SBC158 11'- 0" 179 lbs. 109 lbs.SBC158 10'- 0" 238 lbs. 123 lbs.SBC158 9'- 0" 297 lbs. 141 lbs.SBC158 8'- 0" 338 lbs. 162 lbs.

15'- 0" 71 lbs.SBC158 44 lbs.16'- 0" 58 lbs.SBC158 36 lbs.

17'- 0" 49 lbs.SBC158 30 lbs.

ANSI/MSS SP-58


GRAVITY

Uniform Load

98 lbs. 88 lbs.


79 lbs. 71 lbs. 63 lbs.


GRAVITY

38 lbs. 32 lbs.


26 lbs. 21 lbs. 17 lbs.


18'- 0" 41 lbs.SBC158 25 lbs. 56 lbs. 12 lbs.



[email protected]

2019 Edition

(2-7/16")

(1-5/8")




SVC52-LFS2






(No Substitution)

(2") Min.(TYP.)


















BadgerSBC158

BadgerSBC158

BadgerSBC158

BadgerSBC158

"W", "M","HP" & "L"

Section SteelBeams

And JoistsBy Others

BADGERINDUSTRIES



SBC158

[X]Maximum

12'- 0"13'- 0"14'- 0"

MaximumSEISMIC

FpT / FpC (LRFD)

302 lbs. 2473 lbs.

SBC158SBC158

381 lbs.

ANSI / FM 1950-2016

177 lbs. 152 lbs.

196 lbs.

MaximumSEISMIC

FpT / FpC (LRFD)


SBC158 11'- 0" 463 lbs. 219 lbs.SBC158 10'- 0" 514 lbs. 245 lbs.SBC158 9'- 0" 576 lbs. 278 lbs.SBC158 8'- 0" 652 lbs. 317 lbs.


17'- 0" 136 lbs.SBC158 85 lbs.

ANSI/MSS SP-58


GRAVITY

Uniform Load

182 lbs. 166 lbs.


151 lbs. 138 lbs. 126 lbs.


GRAVITY

86 lbs. 75 lbs.


66 lbs. 57 lbs. 50 lbs.





[email protected]

2019 Edition






SVC52-LFS3




(No Substitution)

(2") Min.(TYP.)


















BadgerSBC158

BadgerSBC158

BadgerSBC158

BadgerSBC158

(3-1/4")

(1-5/8")

"W", "M","HP" & "L"

Section SteelBeams

And JoistsBy Others

BADGERINDUSTRIES



SBC158

[X]Maximum

12'- 0"13'- 0"14'- 0"

MaximumSEISMIC

FpT / FpC (LRFD)

617 lbs. 501 lbs.

SBC158SBC158

681 lbs.

ANSI / FM 1950-2016

294 lbs. 267 lbs.

324 lbs.

MaximumSEISMIC

FpT / FpC (LRFD)


SBC158 11'- 0" 749 lbs. 359 lbs.SBC158 10'- 0" 830 lbs. 401 lbs.SBC158 9'- 0" 928 lbs. 451 lbs.SBC158 8'- 0" 1,050 lbs. 514 lbs.


17'- 0" 285 lbs.SBC158 178 lbs.

ANSI/MSS SP-58


GRAVITY

Uniform Load

332 lbs. 303 lbs.


278 lbs. 255 lbs. 234 lbs.


GRAVITY

148 lbs. 132 lbs.


118 lbs. 105 lbs. 94 lbs.





[email protected]

2019 Edition


[email protected]

2019 Edition

SBC-51

~ BADGER INDUSTRIES ~Detail (SBC-51)

Brace Angle From VerticalBADGER INDUSTRIES

Steel Beam ClampPart # [SBC158-C]

Maximum (LRFD)Capacity 435 lbs.

Notice:Listed Capacities Based On FM Global Seismic Testing And Engineered Analysis. Testing Was Performed(Without) Restraining Strap. Beam Clamp Was Not Tested For Use On Beams With "S" Section Shapes.Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To TheBuilding Structure Capacity Shall Control.

Install Beam Clamp Throat Steel-To-Steel Tight To Flange Of Beam. Tighten Beam Clamp Bolt Until Cup PointEnd Of Spacer Is Tight Against Beam Flange And Torque-Off Head Of Bolt Breaks Away.

-C Or C Which Indicates Cup Point Spacer Required To Be Installed At Threaded End Of Torque-Off BeamClamp Bolt, May Or May Not Be Stamped Into Beam Clamp.

Depicted Perpendicular Seismic Assembly Can Be Rotated About Their Depicted Bolted Conn. To VariousOrientations (+ / -) 90º Degrees.

~ BADGER INDUSTRIES ~Seismic Brace Connection - Single Beam Clamp Attachment


30º to 75ºMaximum

Horz. Fp (LRFD)

ANSI / FM 1950-2016

Beam Clamp BoltCup Point SpacerShall Be In FullContact With BeamFlange Steel, (TYP.)


(SBC158-C)With Cup Point SpacerPatent PendingBeam Clamp(No Substitution)


Depicted PerpendicularTo Beam LengthBadger Industries

(SSC) orNUSIG (SB1258)Seismic Hardware WithBadger RIGID Or CABLEBracing (No Substitution)

(TYP.)Badger IndustriesCup Point Spacer

(TYP.)(5/8-11)Hex NutWith LockWasher

(TYP.)BadgerIndustriesCup PointSpacer



Do Not InstallWith Brace ArmCrossing Over

Beam ClampTorque-Off Bolt

Do Not ConnectSeismic HardwareTo Beam ClampTorque-Off Bolt

SecureBadger IndustriesSeismic HardwareTo Beam Clamp Using(5/8") ASTM A307 OrStronger Bolt With LockWasher And Hex NutTightened Until LockWasher Is Flat, Plus(1/4) Turn, (TYP.)


BadgerSBC158

Badger SSC

BadgerSBC158

Badger SSC


By Others

Badger

BadgerSBC158

Badger

BadgerSBC158

Badger Industries

(SSC) OrNUSIG (SB1258)Seismic HardwareWith Badger RIGIDOr CABLE Bracing(No Substitution)

BraceAngle

Per Chart

BraceAngle

Per Chart

Vertical

Badger SSC

FpPer Chart

Horizontal

SB

1258

SB

1258

X/XX/X

NUSIG

Ver

tical


[email protected]

2019 Edition

SBC-51J

~ BADGER INDUSTRIES ~Detail (SBC-51J)

Brace Angle From VerticalBADGER INDUSTRIES

Steel Beam ClampPart # [SBC158-C]

Maximum (LRFD)Capacity 435 lbs.

Notice:Listed Capacities Based On FM Global Seismic Testing And Engineered Analysis. Testing Was Performed(Without) Restraining Strap. Beam Clamp Was Not Tested For Use On Beams With "S" Section Shapes.Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To TheBuilding Structure Capacity Shall Control.

Install Beam Clamp Throat Steel-To-Steel Tight To Flange Of Beam. Tighten Beam Clamp Bolt Until Cup PointEnd Of Spacer Is Tight Against Beam Flange And Torque-Off Head Of Bolt Breaks Away.

-C Or C Which Indicates Cup Point Spacer Required To Be Installed At Threaded End Of Torque-Off BeamClamp Bolt, May Or May Not Be Stamped Into Beam Clamp.

Depicted Perpendicular Seismic Assembly Can Be Rotated About Their Depicted Bolted Conn. To VariousOrientations (+ / -) 90º Degrees.

Steel JoistBy Others

Min.(3/4")

Min. (0.1875")Max. (1.260")

Joist FlangeThickness, (TYP.)


(SBC158-C)With Cup Point SpacerPatent PendingBeam Clamp(No Substitution)

Beam Clamp BoltCup Point SpacerShall Be In FullContact With BeamFlange Steel, (TYP.) Min. (0.1875")

Max. (1.260")Beam FlangeThickness



(TYP.)Badger IndustriesCup Point Spacer

(TYP.)(5/8-11)Hex NutWith LockWasher

DepictedPerpendicularTo Beam LengthBadger Industries


DepictedPerpendicularTo Beam LengthBadger Industries


~ BADGER INDUSTRIES ~Seismic Brace Connection - Single Beam Clamp Attachment


30º to 75ºMaximum

Horz. Fp (LRFD)

ANSI / FM 1950-2016

BraceAngle

Per Chart

SecureBadger IndustriesSeismic HardwareTo Beam Clamp Using(5/8") ASTM A307 OrStronger Bolt With LockWasher And Hex NutTightened Until LockWasher Is Flat, Plus(1/4) Turn, (TYP.)


Do Not InstallWith Brace ArmCrossing Over

Beam ClampTorque-Off Bolt

Do Not ConnectSeismic HardwareTo Beam ClampTorque-Off Bolt

Badger

BadgerSBC158

Badger

BadgerSBC158

Badger Industries

(SSC) OrNUSIG (SB1258)Seismic HardwareWith Badger RIGIDOr CABLE Bracing(No Substitution)

BraceAngle

Per Chart

BraceAngle

Per Chart

Vertical

Badger SSC

FpPer Chart

Horizontal

SB

1258

SB

1258

X/XX/X

NUSIG

Ver

tical

CS

S r e

gda

B

Badger

SB

C158

Badger SSC

BadgerSBC158

BadgerSBC158

Badger SSC

Vertical

FpPer Chart

Horizontal

BADGER INDUSTRIESIntegrated Lean Construction Through Innovation

LARR 26090 BADGER INDUSTRIES - CITY OF LOS ANGELES COLA REPORT

#26090COLA REPORT

March 2019

City OfLos Angeles

ApprovedCOLA ReportLARR-26090

NOKNOWNEQUAL

ansi / fm 1950 seismic tested steel beam clamps

Documents