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Producers of Continuous - Slot Metal FramingENGINEERINGCATALOGNo. F-1010(800) FX-STRUTTel: (800) 397-8788Tel: (330) 372-9999Fax: (330) 372-3666www.flexstrut.com

2011 Flex-Strut Inc. All Rights ReservedFlex-Strut and Flex-Clamp are the registeredtrademarks of Flex-Strut, Inc. of Warren, OH 44483Flex Angle is a product of Hynes Industries, Inc.Youngstown, OH 44509

TABLE OF CONTENTSChannel Display, Specifications, & Fabrications .1, 2, 3, 4FS-100 3-1/4" Channel .5FS-150 2-7/16" Channel .6FS-200 1-5/8" Channel .7FS-200H3 FTS-200H3 Telescoping Channel .8FS-200H3 FTS-200H3 Beam Loading .9FS-210 1-5/8" Channel .10FS-280 2" Channel .11FS-300 1-3/8" Channel .12FS-400 1" Channel .13FS-450 7/8" Channel .14FS-500 13/16" Channel .15FS-510 13/16” Channel .16FS-520 13/16" Channel .17FS-600 13/16" Channel .18FS-700 13/32" Channel .19Channel Nuts .20Miscellaneous Hardware.21Flat Plate Fittings .22, 2390 Angle Fittings .24, 25Angular Fittings .26Miscellaneous Angles and “Z” Fittings .27“U” Fittings.28Clevis Fittings .29Braces .30Wing Fittings.31,32Post Bases .33Shelf Brackets .34Channel Brackets .34, 35, 36Beam Clamps .37, 38,39, 40End Caps.41Pipe Clamps .42, 43Hangers and Electrical Accessories.44, 45Trolleys .46Concrete Inserts .47Tubing Clamps and Pipe Straps .48Flex-Clamp/Hydra-Zorb and Flex-Wrap .49FlexAngle/Klo-Shure .50Heavy Duty Concrete Insert .51, 52Mini Fittings .53Index .54, 55

Flex-Strut CHANNELFS-100304 #/CFT1-5/8" x 3-1/4" x 12 gaFS-150246 #/CFT1-5/8" x 2-7/16" x 12 ga15/8"15/8"31/4"2 7/16"Ref: Pg. 6Ref: Pg. 5FS-200188 #/CFTFS-210140 #/CFT1-5/8" x 1-5/8" x 14 ga1-5/8" x 1-5/8" x 12 ga15/8"15/8"15/8"Ref: Pg. 715/8"Ref: Pg. 10FS-300170 #/CFT1-5/8" x 1-3/8" x 12 gaFS-400143 #/CFT1-5/8" x 1" x 12 ga15/8"15/8"13/8"1"Ref: Pg. 1212 ga .105" nom.1Ref: Pg. 13(800) FX-STRUT14 ga .075" nom.

Flex-Strut CHANNELFS-450135 #/CFT1-5/8” x 7/8” x 12 gaFS-50099 #/CFT1-5/8” x 13/16” x 14 ga15/8"15/8"13/ "167/8"Ref: Pg. 15Ref: Pg. 14FS-510FS-60035 #/CFT81 #/CFT1-5/8” x 13/16” x 16 ga13/16” x 13/16” x 19 ga13/ "1613/ "16Ref: Pg. 16Ref: Pg. 18FS-520FS-70024 #/CFT132 #/CFT1-5/8” x 13/16” x 12 ga13/16” x 13/32” x 19 ga1 5/8"13/ "1613/16"13/ "32Ref: Pg. 19Ref: Pg. 1719 ga .040” nom.12 ga .105” nom.WELDED COMBINATIONSFS-202(Back-to-Back shown on Channel pages)FS-203FS-203-C1FS-204FS-203-C314 ga .075 nom.(Scaled Down to Size)FS-205FS-503FS-504(800) FX-STRUT2

(Meets the physical requirements of Grade 33)Pre-Galvanized . ASTM A-653 (Meets the physical requirements of Grade 33)(800) FX-STRUT

CHANNEL FABRICATIONSSHORT SLOTSSLOTS4"2"9/16 x 1-1/8 SLOTS 2 ON CENTER13/32 x 3 SLOTS 4 ON CENTERSUFFIX “SS” i.e., FS-200SSSUFFIX “SL” i.e., FS-200SLHOLESKNOCK-OUTS6"9/16 DIAMETER HOLES 1-7/8 ON CENTER7/8 DIAMETER KNOCKOUTS 6 ON CENTERSUFFIX “H” i.e., FS-200HSUFFIX “KO” i.e., FS-200KOSPECIAL FABRICATIONSSpecialDiameter HolesUniversal Slot8"Holes BothEndsL"Cut toLength-H8(800) FX-STRUT4

FS-100 3-1/4" CHANNEL 12 GaugeSECTION PROPERTIESX-X AXISY-Y AXISCHNLP/NWT/FTLBS.AREASQ. 21.063.695.695I Moment of InertiaS Section ModulusR Radius of Gyration15/8"15/8"YY31/4"XXXX61/2"1.504 "YFS-100YFS-101CHANNEL FINISH: PLAIN (PL) PRE-GALVANIZED (PG) GREEN (GR) HOT-DIPPED GALVANIZED (HD) ALUMINUM (AL)STANDARD LENGTH:20 FT. 10 FT.ALLOWABLE BEAM LOADS **1,730***1,4901,4801,3001,1301,160 ,990***3,545 3,190******1.2.3.4.5.6.7.CHNLP/N108"120"TOTAL STATIC LOAD in LBS.Upper line is MAXIMUM ALLOWABLE UNIFORM LOAD creating 25,000 PSI Bending Stress about the X-Axis based on SIMPLE BEAM condition.Lower line shows TOTAL UNIFORM LOAD which produces a deflection of 1/240th of the SPAN, (i.e.; 1/2" Def. for 120" Span)Multiply values in upper line by 0.5 to obtain ALLOWABLE CENTER CONCENTRATED LOAD at 25,000 PSI Stress. Deflection by 0.8.* Load limited by spot weld shear.For punched channel, reduce weld limited loads by 0.75 due to 4" weld spacing.*** Load controlled by 25,000 PSI design stress.ALLOWABLE COLUMN LOADS —24"30"Unsupported Height of Column in Inches36"42"48"60"72"84"96"FS-10013,400 700 32,70032,33031,30030,160 27,5801. COLUMN LOADS are allowable axial loads applied at thesection centroid. Loads applied at the slot face must bereduced for Eccentricity.108"120"2,070 1,83024,730 21,735 18,730 15,820 13,0702. ALLOWABLE COLUMN LOADS shown are based upon an effectivelength factor K 0.8 standard engineering practice required forevaluation of other conditions.(800) FX-STRUT5Span In Inches

FS-150 2-7/16" CHANNEL 12 GaugeSECTION PROPERTIESX-X AXISY-Y AXISCHNLP/NWT/FTLBS.AREASQ. 2.7231.447.5162.801.3881.149.8451.392.333.666I Moment of Inertia.410.820S Section Modulus15/8".679.679R Radius of Gyration15/8"YYXX2 7/16"XX4 7/8"1.106"YFS-150FS-151Y PLAIN (PL) PRE-GALVANIZED (PG) GREEN (GR) HOT-DIPPED GALVANIZED (HD) ALUMINUM (AL)CHANNEL FINISH:STANDARD LENGTH:20 FT. 10 FT.ALLOWABLE BEAM LOADS —CHNLP/NSpan In LP/N2,130 1,920***1,870TOTAL STATIC LOAD in LBS.Upper line is MAXIMUM ALLOWABLE UNIFORM LOAD creating 25,000 PSI Bending Stress about the X-Axis based on SIMPLE BEAM condition.Lower line shows TOTAL UNIFORM LOAD which produces a deflection of 1/240th of the SPAN, (i.e.; 1/2" Def. for 120" Span)Multiply values in upper line by 0.5 to obtain ALLOWABLE CENTER CONCENTRATED LOAD at 25,000 PSI Stress. Deflection by 0.8.* Load limited by spot weld shear.For punched channel, reduce weld limited loads by 0.75 due to 4" weld spacing.*** Load controlled by 25,000 PSI design stress.ALLOWABLE COLUMN LOADS —Unsupported Height of Column in 8,4907,2406,1304,4403,4702,8652.450FS-15128,010 27,37526,60025,70024,695 22,4401. COLUMN LOADS are allowable axial loads applied at thesection centroid. Loads applied at the slot face must bereduced for Eccentricity.108"120"2,150 1,91519,965 17,390 14,825 12,375 10,1102. ALLOWABLE COLUMN LOADS shown are based upon an effectivelength factor K 0.8 standard engineering practice required forevaluation of other conditions.(800) FX-STRUT6

FS-200 1-5/8" CHANNEL 12 GaugeSECTION PROPERTIESX-X AXISY-Y AXISCHNLP/NWT/FTLBS.AREASQ. 6.5531.105.182.925.199.569.574.915.234.469I Moment of Inertia.289.577S Section Modulus.651.651R Radius of 01Y PLAIN (PL) PRE-GALVANIZED (PG) GREEN (GR) HOT-DIPPED GALVANIZED (HD) ALUMINUM (AL) STAINLESS (ST4) TYPE 304 PVC Coated STAINLESS (ST6) TYPE 316LENGTH: 20 FT. 10 FT.CHANNEL FINISH:STANDARDALLOWABLE BEAM LOADS .5.6.7.CHNLP/NTOTAL STATIC LOAD in LBS.Upper line is MAXIMUM ALLOWABLE UNIFORM LOAD creating 25,000 PSI Bending Stress about the X-Axis based on SIMPLE BEAM condition.Lower line shows TOTAL UNIFORM LOAD which produces a deflection of 1/240th of the SPAN, (i.e.; 1/2" Def. for 120" Span)Multiply values in upper line by 0.5 to obtain ALLOWABLE CENTER CONCENTRATED LOAD at 25,000 PSI Stress. Deflection by 0.8.* Load limited by spot weld shear.For punched channel, reduce weld limited loads by 0.75 due to 4" weld spacing.*** Load controlled by 25,000 PSI design stress.ALLOWABLE COLUMN LOADS —Unsupported Height of Column in ,1856,3705,6504,4703,6153,0402,615FS-20121,995 21,44520,84020,04519,170 17,2201. COLUMN LOADS are allowable axial loads applied at thesection centroid. Loads applied at the slot face must bereduced for Eccentricity.15,105 12,940 10,820108"120"2,285 2,0158,820 7,1452. ALLOWABLE COLUMN LOADS shown are based upon an effectivelength factor K 0.8 standard engineering practice required forevaluation of other conditions.(800) FX-STRUT7Span In Inches

FTS-200H3 and FS-200H3 Telescoping ChannelFTS-200H3 and FS-200H3 sold n(800) FX-STRUT8

Beam Loading DataFTS-200H3Beam Load data x-x AxisBeam inches)Allowable [email protected] Deflection 1/240 SpanBeam Load data x-x AxisBeam Span(inches)AllowableLoad(lbs)Beam Load data x-x AxisBeam (inches)Allowable [email protected] Deflection 1/240 Span(800) FX-STRUTResultingDeflection(inches)Allowable [email protected] Deflection 1/240 Span

FS-210 1-5/8" CHANNEL 14 GaugeSECTION PROPERTIESX-X AXISCHNLP/NWT/FTLBS.AREASQ. IN.FS-210FS-2111.402.80.412.824Y-Y 92.936.180.361I Moment of Inertia.180.444S Section Modulus.661.661R Radius of 11CHANNEL FINISH:Y PLAIN (PL) PRE-GALVANIZED (PG) GREEN (GR) HOT-DIPPED GALVANIZED (HD)STANDARD LENGTH:20 FT. 10 FT.ALLOWABLE BEAM LOADS —CHNLP/NSpan In NTOTAL STATIC LOAD in LBS.Upper line is MAXIMUM ALLOWABLE UNIFORM LOAD creating 25,000 PSI Bending Stress about the X-Axis based on SIMPLE BEAM condition.Lower line shows TOTAL UNIFORM LOAD which produces a deflection of 1/240th of the SPAN, (i.e.; 1/2" Def. for 120" Span)Multiply values in upper line by 0.5 to obtain ALLOWABLE CENTER CONCENTRATED LOAD at 25,000 PSI Stress. Deflection by 0.8.* Load limited by spot weld shear.For punched channel, reduce weld limited loads by 0.75 due to 4" weld spacing.*** Load controlled by 25,000 PSI design stress.ALLOWABLE COLUMN LOADS —Unsupported Height of Column in ,0904,3853,7452,7152,1001,7201,4601,270 1,125FS-21115,890 15,45514,96514,45013,920 12,65011,170 9,6508,1456,725 5,4551. COLUMN LOADS are allowable axial loads applied at thesection centroid. Loads applied at the slot face must bereduced for Eccentricity.108"120"2. ALLOWABLE COLUMN LOADS shown are based upon an effectivelength factor K 0.8 standard engineering practice required forevaluation of other conditions.(800) FX-STRUT10

FS-280 2" CHANNEL 10 GaugeSECTION PROPERTIESX-X AXISCHNLP/NWT/FTLBS.AREASQ. IN.FS-2803.10.912Y-Y AXISIxSxRxIySyRyin4in3inin4in3in.476.438.723.569I Moment of InertiaS Section Modulus.569.790R Radius of Gyration2"YX2"XX0.914"YFS-280CHANNEL FINISH: PLAIN (PL) HOT-DIPPED GALVANIZED (HD)STANDARD LENGTH:CHNLP/NFS-28020 FT. 10 FT.ALLOWABLE BEAM LOADS —24"Stress OTAL STATIC LOAD in LBS.Upper line is MAXIMUM ALLOWABLE UNIFORM LOAD creating 25,000 PSI Bending Stress about the X-Axis based on SIMPLE BEAM condition.Lower line shows TOTAL UNIFORM LOAD which produces a deflection of 1/240th of the SPAN, (i.e.; 1/2" Def. for 120" Span)Multiply values in upper line by 0.5 to obtain ALLOWABLE CENTER CONCENTRATED LOAD at 25,000 PSI Stress. Deflection by 0.8.* Load controlled by 25,000 PSI design stress.ALLOWABLE COLUMN LOADS —CHNLP/NFS-28024"30"16,320 15,05536"42"48"13,76512,52011,3501. COLUMN LOADS are allowable axial loads applied at thesection centroid. Loads applied at the slot face must bereduced for Eccentricity.Unsupported Height of Column in 0 4,1352. ALLOWABLE COLUMN LOADS shown are based upon an effectivelength factor K 0.8 standard engineering practice required forevaluation of other conditions.(800) FX-STRUT11Span In Inches

FS-300 1-3/8" CHANNEL 12 GaugeSECTION PROPERTIESX-X AXISY-Y AXISCHNLP/NWT/FTLBS.AREASQ. 0.5001.000.118.589.151.428.487.767.204.408I Moment of Inertia.251.502S Section Modulus.639.639R Radius of Gyration15/8"Y15/8"Y13/8"XXXX2 3/4".593"YYFS-301FS-300CHANNEL FINISH: PLAIN (PL) PRE-GALVANIZED (PG) GREEN (GR) HOT-DIPPED GALVANIZED (HD)STANDARD LENGTH:20 FT. 10 FT.ALLOWABLE BEAM LOADS —CHNLP/NSpan In /NTOTAL STATIC LOAD in LBS.Upper line is MAXIMUM ALLOWABLE UNIFORM LOAD creating 25,000 PSI Bending Stress about the X-Axis based on SIMPLE BEAM condition.Lower line shows TOTAL UNIFORM LOAD which produces a deflection of 1/240th of the SPAN, (i.e.; 1/2" Def. for 120" Span)Multiply values in upper line by 0.5 to obtain ALLOWABLE CENTER CONCENTRATED LOAD at 25,000 PSI Stress. Deflection by 0.8.* Load limited by spot weld shear.For punched channel, reduce weld limited loads by 0.75 due to 4" weld spacing.*** Load controlled by 25,000 PSI design stress.ALLOWABLE COLUMN LOADS —Unsupported Height of Column in ,1705,6455,1754,3753,7053,1202,6702,275 1,845FS-30117,215 16,84016,43515,87515,255 13,8609,1507,635 6,2351. COLUMN LOADS are allowable axial loads applied at thesection centroid. Loads applied at the slot face must bereduced for Eccentricity.12,330 10,735108"120"2. ALLOWABLE COLUMN LOADS shown are based upon an effectivelength factor K 0.8 standard engineering practice required forevaluation of other conditions.(800) FX-STRUT12

FS-400 1" CHANNEL 12 GaugeSECTION PROPERTIESX-X AXISCHNLP/NWT/FTLBS.AREASQ. IN.FS-400FS-4011.432.86.421.843Y-Y 50.545.159.317I Moment of Inertia.195.390S Section Modulus.613.613R Radius of ANNEL FINISH: PLAIN (PL) PRE-GALVANIZED (PG) GREEN (GR) HOT-DIPPED GALVANIZED (HD) ALUMINUM (AL)STANDARD LENGTH:20 FT. 10 FT.ALLOWABLE BEAM LOADS 01TOTAL STATIC LOAD in LBS.Upper line is MAXIMUM ALLOWABLE UNIFORM LOAD creating 25,000 PSI Bending Stress about the X-Axis based on SIMPLE BEAM condition.Lower line shows TOTAL UNIFORM LOAD which produces a deflection of 1/240th of the SPAN, (i.e.; 1/2" Def. for 120" Span)Multiply values in upper line by 0.5 to obtain ALLOWABLE CENTER CONCENTRATED LOAD at 25,000 PSI Stress. Deflection by 0.8.* Load limited by spot weld shear.For punched channel, reduce weld limited loads by 0.75 due to 4" weld spacing.*** Load controlled by 25,000 PSI design stress.ALLOWABLE COLUMN LOADS —Unsupported Height of Column in 2012,80512,130 10,6559,0907,5406,07014,420 13,9651. COLUMN LOADS are allowable axial loads applied at thesection centroid. Loads applied at the slot face must bereduced for Eccentricity.4,800 3,890***** KL/R 2002. ALLOWABLE COLUMN LOADS shown are based upon an effectivelength factor K 0.8 standard engineering practice required forevaluation of other conditions.(800) FX-STRUT13Span In Inches

FS-450 7/8" CHANNEL 12 GaugeSECTION PROPERTIESX-X AXISCHNLP/NWT/FTLBS.AREASQ. IN.FS-450FS-4511.352.70.400.800Y-Y 05.475.146.294I Moment of Inertia.180.361S Section Modulus.603.603R Radius of 451CHANNEL FINISH: PLAIN (PL) PRE-GALVANIZED (PG) GREEN (GR) HOT-DIPPED GALVANIZED (HD)STANDARD LENGTH:ALLOWABLE BEAM LOADS ***1,380****1.2.3.4.5.6.7.CHNLP/NFS-450FS-45120 FT. 10 FT.Span In 25350120TOTAL STATIC LOAD in LBS.Upper line is MAXIMUM ALLOWABLE UNIFORM LOAD creating 25,000 PSI Bending Stress about the X-Axis based on SIMPLE BEAM condition.Lower line shows TOTAL UNIFORM LOAD which produces a deflection of 1/240th of the SPAN, (i.e.; 1/2" Def. for 120" Span)Multiply values in upper line by 0.5 to obtain ALLOWABLE CENTER CONCENTRATED LOAD at 25,000 PSI Stress. Deflection by 0.8.* Load limited by spot weld shear.For punched channel, reduce weld limited loads by 0.75 due to 4" weld spacing.*** Load controlled by 25,000 PSI design stress.ALLOWABLE COLUMN LOADS —Unsupported Height of Column in 6011,32510,5358,8557,1605,5704,2653,370*****13,280 12,7151. COLUMN LOADS are allowable axial loads applied at thesection centroid. Loads applied at the slot face must bereduced for Eccentricity.***** KL/R 2002. AL