Steel Beam Calc

Millsom Hoists Pty LtdProject Address: 25, Turbo Drive, Bayswater 3153 Melbourne, Australia Tel & Fax no's +61 3 9720 7966 / 9720 7879 Client Description Span (m) Designed to AS1418 & AS3990 UC Dead kN UDL Point load Point load Point load Point load Partial UDL Partial UDL M max kNm 4.41 Imposed Position kN m 4 4 - Revision - Vertical shear Moment Buckling Deflection PFC 205000 861 2007 1-7-07 Page No 02 - Design Status RSJ E (N/mm²) Ix (cm4) Job No Date Design & Mfg. in accordance with AS 1418 : 2002 Simply supported beam UB Choose steel section: 3.500 Load Factors Dead 1.1 Imposed 1.25 LOADING Ashok Checked Beam Caulculations for Bridge Cranes or Monorails Analysis Steel Beam Design Made by Length m - PASS PASS PASS PASS capacity ratio 0.04 0.12 0.41 0.39 5 5 4 4 3 3 2 2 1 1 0 -1 Bending Moment Diagram RESULTS Max. deflection (mm) FV max Imposed Total kN only load -5.04 -1.27 -2.72 6 4 2 0 Design -2 Design Strength py N/mm² 275 grade S275 grade S355 section classification Plastic Shear Capacity Area capacity Av Pv mm² kN 825.0 136.13 -4 -6 Shear Force Diagram cl. 4.2.3 1 0 Moment Capacity Maximum Moment Critical section Position m 1.750 1.750 Moment kNm 4.41 4.41 Fv kN 0.00 0.00 Mcx kNm 36.30 36.30 Lateral torsional buckling Equivalent Uniform Moment Maximum moment Uniform factor Buckling moment MA m Mbar -1 * low shear -3 kNm Zx (cm³) 115 8.00 1.00 8.00 Sx (cm³) 132 Allowable mm 7.0 7.0 cl. B.2.4 cl. 4.3.7.6 cl. 4.3.7.5 cl. B.2.5 (d) -2 Deflection Diagram lLo 34.31 correction factor n 1.00 buckling parameter u 0.946 torsional index x 13.1 slenderness factor v 0.589 equivalent slenderness lLT 88.23 cl. B.2.3 Perry coefficient hLT 0.377 Plastic moment capacity Mp 36.30 Elastic critical moment ME 34.30 Buckling index fB 41.78 cl. B.2.2 table 5 150x75x18 limiting slenderness cl. B.2.5 cl. B.2.1 PFC -2 cl. 4.3.7.2 Deflection Section used: -1 -3 Slenderness Ratio Effective length radius of slenderness LE factor L gyration ry (cm) m l m 3.500 1.0L+2D 3.800 2.4 158.33 Deflection Limits span/deflection ratios Imposed Loads 500 Total Loads 500 Unity Factor 0.12 0.12 Buckling capacity Mb 19.42 13 0.6 LOADING Ashok Checked Beam Caulculations for Bridge Cranes or Monorails Analysis Steel Beam Design Made by Vertical shear Moment Deflection PFC Length m - PASS PASS PASS capacity ratio 0.Millsom Hoists Pty Ltd Project Address: 25.00 Unity Factor 0.23 Fv kN 0. Australia Tel & Fax no's +61 3 9720 7966 / 9720 7879 Client Description Span (m) Designed to AS1418 & AS3990 Choose steel section: 6.15 -0. deflection (mm) FV max Imposed Total kN only load -28.08 45 40 35 30 25 20 15 10 5 0 -5 Bending Moment Diagram RESULTS Max.04 0.3 1 0 Moment Capacity Maximum Moment Critical section Zx (cm³) 1020 Sx (cm³) 1222 Position m 3.2.0 table 5 430x100x64 .23 UB Dead Imposed Position kN kN m 25 10 - 205000 21940 2007 1-7-07 Revision - Page No 03 - Design Status RSJ E (N/mm²) Ix (cm4) Job No Date Design & Mfg.13 -1 * low shear -3 -1 -2 -2 -3 Deflection Diagram Deflection Deflection Limits span/deflection ratios Imposed Loads 360 Total Loads 200 Section used: Mcx kNm 323.23 42.000 UDL Point load Point load Point load Point load Partial UDL Partial UDL M max kNm 42. 4.43 40 30 20 10 0 Design -10 Design Strength py N/mm² 265 grade S275 grade S355 section classification Plastic Shear Capacity Area capacity Av Pv mm² kN 4730. Bayswater 3153 Melbourne.0 752.13 0.63 -2. Turbo Drive.07 -20 -30 -40 Shear Force Diagram cl.83 323.4 Imposed 1.7 30. in accordance with AS 1418 : 2002 Simply supported beam with full lateral restraint UC Load Factors Dead 1.00 0.000 3.83 PFC Allowable mm 16.000 Moment kNm 42. 05 Fv kN 60.4 Imposed 1.00 2.3.750 1.4 cl. B.00 -83.5 (d) UB lLo 34.2.6 LOADING Ashok Checked Jib Crane Caulculations Span (m) Steel Beam Design Made by Length m - PASS PASS PASS PASS capacity ratio 0.2.Millsom Hoists Pty Ltd Project Address: 25.2.1 Section used: Deflection Diagram Buckling capacity .2 Slenderness Ratio Effective length radius of slenderness LE factor L gyration ry (cm) m l m 2.872 torsional index x 29. B. in accordance with AS 1418 : 2002 Cantilever beam UB Choose steel section: 2.3 Perry coefficient hLT 0. B.05 1. 4. 4.05 Dead Imposed Position kN kN m 25 15 - Revision - Vertical shear Moment Buckling Deflection PFC 205000 7171 2007 1-7-07 Page No 04 - Design Status RSJ E (N/mm²) Ix (cm4) Job No Date Design & Mfg.2.7.5 cl.25 70 60 50 40 30 Design 20 Design Strength py N/mm² 275 grade S275 grade S355 section classification Plastic Shear Capacity Area capacity Av Pv mm² kN 2161.65 -7.3.40 -2.3 cl.04 cl.47 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 Bending Moment Diagram RESULTS Max.60 10 0 -10 Shear Force Diagram cl.00 Deflection Deflection Limits span/deflection ratios Imposed Loads 180 Total Loads 180 Allowable mm 15.7.7 slenderness factor v 0.31 correction factor n 1.40 Mcx kNm 148. Bayswater 3153 Melbourne.5 cl.2.889 79.05 Sx (cm³) 539 cl.56 -2 * low shear -6 -3 -4 -5 -7 Lateral torsional buckling Equivalent Uniform Moment Maximum moment Uniform factor Buckling moment MA m Mbar -8 kNm Zx (cm³) 471 -83.3 0 -1 Moment Capacity Critical section Position m 0. B.00 buckling parameter u 0.2.3.750 2.2 356.3 15. 4.23 Unity Factor 0. Turbo Drive. Australia Tel & Fax no's +61 3 9720 7966 / 9720 7879 Client Description Designed to AS1418 & AS3990 Analysis UC UDL Point load Point load Point load Point load Partial UDL Partial UDL M max kNm -83.93 0.7. 4.000 Moment kNm -83.319 Plastic moment capacity Mp 148.08 Buckling index fB 186.750 Load Factors Dead 1.67 103.2 table 5 305x127x37 limiting slenderness cl.17 0.84 equivalent slenderness lLT cl.6 cl.56 0.92 Mb 89. deflection (mm) FV max Imposed Total kN only load 60.23 Elastic critical moment ME 171. B. B.2. Bayswater 3153 Melbourne.5 slenderness 46.2 ry (mm) l 1.5 pyw N/mm² 275 Pcrip kN 196.76 Section Dimensions (mm) depth D web thickness t flange thickness T depth between fillets d root radius r 150 5.5 Flange Unrestrained cl.29 Web Compression Strength Perry strut formula (N/mm²) design strength pyw 275 Robertson constant a 5.5 10 106 12 * factored Web Buckling Web Slenderness Ratio Flange Restrained (not used) d t mm mm 106 5.69 compressive strength f pc 676.5. 4.5 pc N/mm² 226. in accordance with AS 1418 : 2002 Web Bearing and Buckling Design Steel grade Job No Date E (N/mm²) 205000 FULL DESIGN LOADING (kN) Concentrated loading or 150 reaction at support * Design Status Web Buckling Web Bearing PASS PASS capacity ratio 0. 4.73 Tick for flange restrained Web Buckling Resistance.70 Le 74. c = 0) . n1 = length obtained by load dispersion at 45 degs though half the section depth. n2 = length obtained by load dispersion through the flange and root radius at a slope of 1:2. b1 = stiff bearing length.5. Pw b1 mm 75 c mm 0 n1 mm 75.59 46. (If end of beam section on stiff bearing.5.63 cl.1 Tick for support reaction Web Bearing Local Web Bearing Capacity.00 t mm 5.2.1 Le factor 0. Turbo Drive.29 ref: Appendix C cl. Pcrip b1 mm 75 c mm 0 n2 mm 55.5. Australia Tel & Fax no's +61 3 9720 7966 / 9720 7879 Client Description Steel Beam Design Made by Ashok Checked Designed to AS1418 & AS3990 Bearing & Buckling Calculations UB Choose steel section: grade S275 UC grade S355 RSJ PFC Design Strength of Web pyw N/mm² 275 2001 1-7-07 Revision - Page No 05 - Design & Mfg. 4.04 226.73 l limiting slenderness lo 17.38 root Pw kN 186.15 Perry factor 0.80 0.163 h Euler strength pE 926.00 t mm 5.Millsom Hoists Pty Ltd Project Address: 25.3 Section used: PFC 150x75x18 NOTES. c = overlap distance from end of beam section to the stiff bearing.2. 54 0.95 0.82 0.72 0.91 0.85 0.83 0.90 0.55 0.54 0.84 0.73 0.77 0.71 0.92 0.66 0.81 0.69 0.65 0.10 0.40 0.57 0.84 0.50 0.55 0.94 0.90 0.84 0.85 0.73 -1.75 0.85 0.77 0.57 0.94 0.65 -1.74 0.86 0. n.86 -0.43 ref: Table 18 Table 15.55 0.65 .54 0.69 -1.67 0.70 0.53 0.89 -0.95 0.6 0.83 0.50 0.63 0.79 0.89 0.86 -0.66 10.83 0.96 0.70 0.66 0.62 0.85 0.68 0.70 0.79 0.59 0.86 0.82 0.66 0.98 0.68 0.54 0.58 0. Slenderness Correction Factor Calculator Smaller end Larger end Midspan M/Mo moment (M) moment (bM) moment kNm kNm Mo a 20 -10 5 4.59 0.72 0.79 1.79 0.95 0.70 0.79 0.00 0.57 0.89 0.57 0.56 0.89 0.70 0.79 0.61 0.64 0.50 0.58 0.80 0.67 0.55 0.61 0.85 0.30 0.54 0.85 0.86 0.73 0.57 0.94 0.Factors for Lateral Torsional Buckling Equivalent Uniform Moment Factor Calculator Smaller end Larger end ratio factor moment (M) moment (bM) kNm kNm b m 20 -10 -0.70 0.63 0.99 0.86 0.85 0.00 1.85 1.83 0.94 0.72 0.85 0.68 5.00 Table 15.60 0.76 -1.92 0.65 50.8 0.90 0.2 -0.00 0.85 0.00 0.61 0.66 0.00 1.83 0.55 0.89 0.81 0.54 0.59 0.86 -0.56 0.86 -0.00 1.81 0.60 0.56 0.67 0.86 -0.20 0.86 0.58 0.61 -2.56 0.57 0.00 0.62 0.80 0.81 0.77 0.90 0.59 0.62 0.87 0.64 0.40 0.85 0.83 0.55 0.61 0.84 0.89 0.63 -1.85 0.64 0.86 0.77 0.77 0.83 0.65 0.30 0.58 0.91 0.86 0.64 < -50.54 0.85 0.99 0.86 -0. Slenderness correction factor.80 0.64 -1.83 0.80 0.00 0.77 0.80 0.56 0.64 0.54 0.82 0.90 0.0 -0.56 0.57 0.54 0.83 0.82 0.65 0.72 0.57 0.86 0.84 -1.86 0.53 0.10 0.55 0.72 0.85 0.60 0.84 0.91 0.60 0.64 0.82 0.85 -0.80 0.72 0.69 0.91 0.80 -1.79 0.71 0.57 0.93 0.93 0.76 0.86 0.0 0.60 0.93 0.56 0.82 0.87 -0.73 0.84 0.00 0.95 0.85 0.63 0.79 0.82 0.75 0.96 0.00 0.00 0.56 0.58 0.70 0.61 0.86 0.00 0.89 0.77 0.59 0.96 0.91 0.00 0.86 0.86 0.68 0.84 0.69 0.50 0.95 0.56 0.66 -1.92 0.72 0.74 0.77 0.57 0.92 0.95 0.52 0.96 0.6 > 50.60 0.86 0.60 0.74 0.71 2.83 0.00 0.78 0.92 0. for members with applied loading substantially concentrated within the middle fifth of the unrestrained length.60 -5.97 0.60 -50.94 0.93 0. b positive b negative a=M/Mo 1.4 -0.90 0.91 0.4 0.90 0.56 0.82 0.90 0.00 0.59 0.50 0.67 0.68 0.89 0.58 0.88 0.85 0.77 0.20 0.99 0.54 0.65 0.77 0.2 0.86 0.55 0.89 0.62 -1.66 0.98 0.92 0.80 0.56 0.81 0.93 0. 50 n 0.80 0.91 0.66 0.51 0.92 0.97 0.57 0.52 0.62 0.47 0.92 0.00 1.83 0.62 0.4 0.80 0.89 0.60 0.63 0.72 0.74 0.65 0. Slenderness Correction Factor Calculator Smaller end Larger end moment (M) moment (bM) kNm kNm 20 -10 Table 16.80 2.89 0.80 0.90 0.50 0.92 0.64 -1.88 0. n.92 0.68 0.20 0.00 0.90 0.96 0.92 0.92 0.95 0.76 0.89 0.48 0.78 0.95 0.65 Table 16.88 0.98 0.93 0.98 0.56 0.70 0.91 0.58 0.88 0.10 0.94 0.63 0.75 0.46 0.0 0.56 0.95 0.84 0.94 -0.46 0.50 0.52 0.70 0.79 0.65 0.89 0.94 0.40 0.74 0.85 0.91 0.80 0. Slenderness correction factor.51 0.8 0.87 0.70 0.0 0.30 0.76 0.53 -5.49 0.62 0.90 0.00 0.51 0.96 0.94 0.92 0.55 0.75 loading substantially concentrated b negative -0.93 0.53 0. b positive b negative a=M/Mo 1.64 0.96 0.95 0.00 0.00 0.90 0.76 5.54 0.77 0.80 0.Factor Calculator ratio factor b -0.85 0.83 0.98 0.20 0.69 0.92 1.73 0.00 1.97 0.81 0.48 0.67 0.80 -1.92 0.73 0.93 0.53 0.70 < -50.94 0.96 0.74 0.73 0.51 0.40 0.94 0.00 0.90 0.92 0.73 0.93 0.87 0.88 0.97 0.93 -0.00 0.73 -1.91 0.70 0.67 0.47 0.97 0.91 0.54 0.90 0.65 0.83 0.72 10.66 0.67 0.91 0.91 0.72 50.96 0.50 0.81 0.65 0.86 0.92 0.54 0.00 0.50 0.49 0.65 -1.86 0.66 0.61 0.90 1.70 0.92 -0.97 0.58 -1.91 0.69 -1.67 0.51 0.59 0.97 0.92 0.91 0.94 0.94 -0.84 0.61 -1.71 0.49 0.86 0.66 0.2 > 50.88 0.0 -0.95 0.86 0.89 0.92 0.99 0.77 0.77 0.96 0.94 0.97 0.54 0.86 0.82 0.65 0.82 0.50 0.00 1.77 0.86 0.88 0.80 0.77 0.70 0.57 0.93 0.64 0.49 0.50 0.47 0.97 0.94 0.55 -1.53 0.77 0.92 0.51 0.59 0.78 0.00 0.69 0.86 0.72 .00 0.50 0.96 0.74 0.50 0.86 0.99 0.91 0.48 0.94 0.71 0.96 0.87 0.80 0.48 0.87 0.00 0.50 0.86 0.76 0.55 0.54 -2.96 0.87 0.80 0.55 -1.86 0.69 0.99 0.82 0.47 0.51 0.96 0.92 -0.52 0.54 -1.86 -0.96 0.93 -0.2 0.93 0.00 0.56 -1.89 -0.51 0.70 0.64 0.87 0.86 0.58 0.86 0.65 0.91 0.8 0.93 0.54 0.57 0.96 0.87 0.62 -50.65 0.74 0.47 0.10 0.58 0.52 0.71 0. for members with applied loading other than as for table 15.90 0.93 0.00 0.57 0.91 0.92 0.77 0.94 0.59 0.60 0.92 0.93 0.94 0.98 0.80 0.92 -0.87 0.61 0.65 0.90 0.94 0.30 0.6 0.60 0. 70 0.73 0.90 0.77 0.65 0.94 0.65 0.70 0.74 0.83 0.66 0.65 .82 0.78 0.79 0.87 0.80 0.68 0.92 0.69 0.93 0.94 0.76 0.82 0.65 0.79 0.90 0.50 n 0.67 0.66 0.94 0.86 0.93 0.83 0.90 0.94 0.63 0.00 ratio factor b -0.92 0.90 0.94 0.94 0.93 0.0 0.93 0.87 0.63 0.92 0.73 0.67 0.77 bers with applied loading other than as for -0.89 0.92 0.83 0.84 0.89 0.85 0.92 0.68 0.91 0.94 0.66 0.86 0.6 0.93 0.92 0.68 b negative -0.70 0.67 0.71 0.63 0.87 0.94 0.94 0.66 0.94 0.65 0.92 0.84 0.59 0.65 0.58 0.75 0.93 0.60 0.68 0.57 0.94 0.65 -0.67 0.91 0.80 0.81 0.86 0.93 0.74 0.erness Correction Factor Calculator Midspan M/Mo moment Mo a 5 4.71 0.94 0.65 0.94 0.8 0.92 0.79 0.81 0.77 0.70 0.91 0.92 0.70 0.68 0.89 0.58 0.94 0.62 0.64 0.92 0.92 0.71 0.76 0.93 0.92 0.88 0.82 0.4 0.87 0.92 0.77 0.94 0.92 0.93 0.92 0.61 0.65 -1.61 0.89 0. 7 686 686 686 686 615.1 868.4 255.2 15.9 Ratios for Second Moment Depth Local Buckling of Area Root between radius Axis fillets Flange Web Web Flange x-x Thickness s mm 30 26.2 10.7 265.6 10.9 24.2 59.6 547.6 14.6 52.1 1000 990.6 11.8 54.5 16 21.1 615.8 21.28 6.7 305.92 5.4 41.6 407.5 9.58 8.8 54.11 5.4 19.57 7.5 52.3 50.9 32.7 16 14.1 9.6 9 8.3 82 74.53 5.5 16.5 12.4 910.97 5.8 620.3 45.47 6.2 612.8 21.6 211.5 16.7 761.1 16.7 12.9 40 35.2 10.48 4.2 10.7 12.8 38.9 155.1 14.4 14.3 293.3 51.4 291.2 868.12 3.5 418.5 305.4 617.6 547.3 48 38.5 476.5 23.2 19.5 304.6 57.42 5.54 5.4 44 48 53.5 45.4 189.6 407.5 476.5 683.7 14 15.2 10.8 462 458 454.6 17.5 16.2 26.4 6.8 926.1 19.21 5.54 4.2 15.6 47.8 b mm 308.8 16.8 762.8 17.1 19.06 6.3 921 911.9 210.8 191.8 41.4 303 302 300 300 300 300 420.5 12.8 42.4 21.6 35.1 19.96 6.6 54.2 612.5 677.2 49.2 868.3 35.9 191.6 407.7 12.91 4.2 15.2 67.7 18.6 407.6 602.6 b/2t d/s Ix 4 2.3 38.9 17 15 13.61 6.1 540 540 540 547.5 253.3 14.3 18.8 152.6 407.6 13.5 15.6 17.1 82.3 208.5 12.1 980.18 4.13 5.3 154.1 2 3 4 5 6 7 8 9 10 11 12 Universal Beams .7 18.1 16.84 6.6 29.4 903 850.4 824.7 22.7 12.8 17.6 407.4 15.4 23.1 74.2 98.5 16.3 47.8 254.2 754 750 692.2 264.8 292.6 32 32 27.69 4.51 7.85 3.7 253 311.9 9 8.1 19.8 17.5 17.7 834.36 7.7 12.1 303.8 41.4 307.8 12 14.2 463.1 t mm 54.51 5.71 7.2 12.3 15.8 13.2 31.5 407.7 18.9 868.1 799.2 42.3 67.3 37.81 5.68 7.1 19.1 11.1 615.2 45.6 17.81 4.6 49.5 536.2 10.1 615.7 268 266.2 229 228.77 4.7 761.1 304.2 37.4 824.2 607.4 460 457 453.1 11.8 46 49.6 407.1 82.75 28.2 970.6 824.77 7.6 19.6 476.5 9.6 918.6 52.6 407.6 547.4 10.98 6.9 840.8 10.1 528.Dimensions & Properties 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 Designation Mass Depth Width Per of of metre section section 1016x305x487 1016x305x437 1016x305x393 1016x305x349 1016x305x314 1016x305x272 1016x305x249 1016x305x222 914x419x388 914x419x343 914x305x289 914x305x253 914x305x224 914x305x201 838x292x226 838x292x194 838x292x176 762x267x197 762x267x173 762x267x147 762x267x134 686x254x170 686x254x152 686x254x140 686x254x125 610x305x238 610x305x179 610x305x149 610x229x140 610x229x125 610x229x113 610x229x101 533x210x122 533x210x109 533x210x101 533x210x92 533x210x82 457x191x98 457x191x89 457x191x82 457x191x74 457x191x67 457x152x82 457x152x74 457x152x67 457x152x60 h mm 1036.6 799.2 42.7 10.7 12.9 23.5 15.5 16.5 476.5 539.9 687.17 7.8 210 209.4 761.1 17.5 10.7 12.3 cm 1021400 909900 807700 723100 644200 554000 481300 408000 719600 625800 504200 436300 376400 325300 339700 279200 246000 240000 205300 168500 150700 170300 150400 136300 118000 209500 153000 125900 111800 98610 87320 75780 76040 66820 61520 55230 47540 45730 41020 37050 33320 29380 36590 32670 28930 25500 .1 24.1 1025.74 7.1 36.3 r mm 30 30 30 30 30 30 30 30 24.4 21.7 12.8 230.3 89.1 10.5 41.9 11.2 868.5 16.6 7.2 d mm 867.4 11.5 307.76 5.7 11.7 533.9 635.3 52.2 10.9 31 26 21.9 15.9 1016 1008.7 51.3 190.2 10.48 6.9 20.74 5.4 19.1 45.6 544.2 16.1 19.8 25.7 21 19 16.45 3.4 465.03 6.1 47.4 824.5 13.11 4.84 5.6 kg/m 487 437 393 349 314 272 249 222 388 343 289 253 224 201 227 194 176 197 173 147 134 170 152 140 125 238 179 149 140 125 113 101 122 109 101 92.4 153.9 867.1 868.3 12.8 192.4 46.74 6.2 10.3 467.2 227.9 769.1 44.6 41.5 476.1 49 43. 14 5.1 46 39 67.5 42.6 7.6 7.4 311.4 349 310.6 7.4 30.9 7.7 76 7.6 6.3 7.9 101.6 39.2 254 206.1 24.2 101.9 7.6 7.4 353.49 5.4 358 355 351.6 7.6 7.6 44.8 10.47 6.4 146.7 5.1 57 51 45 39.2 172.2 177.2 101.6 311.5 9.25 6.4 360.2 265.3 25.7 6 9 8 7.2 10.3 48.09 7.09 4.2 10.24 5.4 172.9 8.9 41 45.2 10.3 12.5 8.8 9.4 127 152.6 6 5.1 28.3 6 6.4 34.47 5.8 4.5 39.5 4 10.1 21370 27310 24330 21600 18720 15690 12510 19460 16040 14140 12070 10170 8249 11700 9899 8503 9575 8196 7171 6501 5366 4455 6544 5537 4413 4005 3415 2841 2896 2340 2105 1356 834 473 .9 30.38 6.9 8.6 37.3 34.2 171.6 7.4 166.78 7.2 275.2 265.1 33.5 171.2 225.5 35.7 6.6 133.1 54 46.35 8.9 16 14.3 146.7 37.6 311.6 256 251.4 41.4 402.6 311.1 6.7 7.72 8.4 311 307.4 306.1 44.2 10.4 101.6 311.2 172.8 9.9 37 32.1 54.3 74.95 8.8 173.1 23.8 53 56.2 10.9 177.6 7.2 10.8 10.1 19 16 13 449.6 303.1 102.4 102.9 165.4 406.4 260.2 10.4 360.2 304.2 6.6 265.6 147.54 5.5 13.99 5.6 10.2 10.2 10.6 7.07 7.4 360.1 259.6 360.4 4.8 101.9 8.2 22 30 25.4 9.6 6 7.52 6.9 8.6 46.2 10.9 7.5 33.7 142.9 275.6 7.8 101.2 265.9 11.8 121.7 11.46 8.2 8.5 26.8 409.9 275.8 203.2 51.2 203.1 126 125.6 30.1 37.6 7.2 29.2 10.15 6.6 27.2 398 363.74 5.4 6.4 7 6.8 7 12.2 225.6 10 8.4 257.8 6.3 124.9 33.41 5.6 9.1 41.2 14 12.8 8.6 7.4 360.7 13 11.9 6.6 7.2 8.4 146.7 8.9 133.6 311.7 308.61 6.2 265.4 5.2 24.97 8.8 28.2 38.8 43 37 31.4 360.89 7.4 312.62 7.7 6.1 8.02 8.2 10.8 177.8 96.26 5.5 47.8 6.8 46 47.3 6 5.1 60.47 6.6 403.8 36.1 40.8 152.8 7.11 6.8 412.5 178.1 10.7 165 125.2 31.2 265.77 4.6 407.7 10.7 10.9 8.9 219 219 219 225.1 7.6 7.6 7.82 5.2 88.4 169.76 5 53.8 7.3 123.2 67.2 141.7 10.9 8.6 15.7 305.47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 457x152x52 406x178x74 406x178x67 406x178x60 406x178x54 406x140x46 406x140x39 356x171x67 356x171x57 356x171x51 356x171x45 356x127x39 356x127x33 305x165x54 305x165x46 305x165x40 305x127x48 305x127x42 305x127x37 305x102x33 305x102x28 305x102x25 254x146x43 254x146x37 254x146x31 254x102x28 254x102x25 254x102x22 203x133x30 203x133x25 203x102x23 178x102x19 152x89x16 127x76x13 52.4 179. 3 8269 739 9535 1163 9423 36 6.591 0.32 1.1 25.1 27.873 0.6 37.2 8.4 22.886 0.2 1458 176 1653 272 1452 19 4.854 0.8 2515 256 2881 400 3388 22 4.705 0.42 5.9 21.881 0.2 6589 1017 7486 1574 11410 26 7.5 41.4 30.3 46.2 1611 196 1831 304 1671 19 4.99 1.872 0.7 69.5 13730 1871 15480 2890 15600 37 6.4 6.1 89.3 1414 136 1627 213 913 18 3.873 0.866 0.3 9.858 0.7 51.4 12880 1082 14850 1713 14000 40 6.877 0.862 0.1 7204 621 8351 982 11360 34 6.8 35.6 25.873 0.864 0.6 1.1 1296 153 1471 237 1185 19 3.3 27.872 0.1 31.2 .864 0.5 38.883 0.7 28.8 35 41.7 26.6 5387 514 6198 807 5455 30 5.99 3.88 0.1 4935 743 5547 1144 9308 26 7 4111 611 4594 937 4505 25 5 3622 391 4142 611 3932 25 5 3221 343 3676 535 3434 25 4.872 0.877 0.5 17740 1535 20760 2469 20500 40 6.5 33.875 0.7 43.4 15900 1353 18540 2168 18460 40 6.5 105 94.9 37.9 27.1 9821 784 11350 1245 9546 38 5.6 46.875 0.8 8409 636 9807 1020 45440 38 9.886 0.8 21.1 18.922 0.2 49.6 2477 279 2828 436 2692 22 4.4 1571 153 1811 240 1047 19 3.2 3481 346 3994 542 15840 26 7.8 31.5 121 90.2 36.3 1770 218 2014 338 1871 19 4.6 76.4 11190 934 12830 1470 11750 39 6.5 dm 64.387 A 4 cm 4299 3185 2330 1718 1264 835 582 390 1734 1193 926 626 422 291 514 306 221 404 267 159 119 308 220 169 116 785 340 200 216 154 111 77 178 126 101 75.861 0.869 0.4 1800 192 2059 300 2347 19 4.18 1.42 6.9 5893 535 6808 842 8175 31 5.9 47.8 14.872 0.2 51.885 0.9 2874 301 3281 469 2915 24 4.6 85.87 0.39 7.9 75.9 48.13 14 15 Second Moment Radius of of Area Gyration Axis y-y Iy Axis Axis x-x y-y rx 4 ry 16 17 18 Elastic Modulus 19 21 22 23 24 Plastic Modulus Axis x-x Axis y-y Axis x-x Zx Zy Sx 3 20 3 Buckling Torsional Warping Torsional Area of Axis Parameter Index Constant Constant section y-y Sy 3 cm cm cm cm cm cm cm 26720 41 6.2 26.8 2 cm 620 557 500 445 400 347 317 283 494 437 368 323 286 256 289 247 224 251 220 187 171 217 194 178 159 303 228 190 178 159 144 129 155 139 129 117 105 125 114 104 94.33 1.869 0.3 1263 119 1453 187 795 18 3.2 1122 104 1287 163 u x 3 H J 6 0.5 27.868 0.6 34.2 41.81 1.7 30.4 3987 409 4558 638 4383 27 5.45 2.3 15.1 23.861 0.5 2072 228 2360 356 2007 21 4.4 4470 411 5156 647 4788 30 5.6 30.867 0.7 32.4 14350 1223 16590 1941 16230 40 6.868 21.874 0.5 4374 455 5000 710 5183 28 5.3 4018 362 4644 570 6630 28 5.9 33.5 85.867 0.2 13 11.9 36.1 6641 620 7640 974 7799 33 5.1 33.8 31.6 19720 1732 23200 2800 23450 40 6.862 0.5 88.7 2793 320 3196 500 2943 22 4.6 15630 2161 17670 3341 39160 38 9.864 0.518 0.873 0.871 0.854 0.9 33.2 26.818 0.4 43.877 0.7 30.8 37.1 45.87 0.886 0.7 6234 610 7167 959 6850 31 5.3 30.2 65.4 55.1 38 43.3 1957 243 2232 379 2089 19 4.46 7.17 3.3 37.5 4916 518 5631 811 5784 28 5.856 0.7 33.7 35 39.4 19.6 2292 256 2612 399 2389 22 4.3 7985 773 9155 1212 9066 34 6.2 38.04 0.9 30.7 32.99 2.72 4.868 0.52 2.448 0.85 0.872 0.5 10880 1014 12570 1601 13300 37 6.5 10.868 0.4 9501 871 10940 1371 11240 36 6.9 45. 5 31.8 44.89 0.8 243 199 174 147 89.871 0.2 41.6 54.6 73.072 0.7 57.88 0.4 47.872 0.035 0.7 2.7 2.2 70.6 54.6 19.8 32.4 5.2 32.874 0.85 66.037 0.79 34.863 0.877 0.895 43.77 23.888 0.9 27.103 0.1 2 3.9 57.5 38.5 85.3 16.89 0.9 3.4 85.1 31 23.8 15.1 19 10.3 34.533 0.6 31.02 4.1 36.7 18 17 17 17 17 16 16 15 15 15 15 14 14 13 13 13 13 12 12 13 12 12 11 11 11 11 10 10 8.871 0.044 0.207 0.5 3.8 950 1323 1189 1063 930 778 629 1071 896 796 687 576 473 754 646 560 616 534 471 416 348 292 504 433 351 308 266 224 280 230 207 153 109 74.4 2.4 2.7 31.3 49.7 1096 1501 1346 1199 1055 888 724 1211 1010 896 775 659 543 846 720 623 711 614 539 481 403 342 566 483 393 353 306 259 314 258 234 171 123 84.3 8.5 69 58.6 64.5 .41 3.9 15.4 21.2 23.7 2.7 8.4 2.2 53.872 0.3 61.858 0.8 15.873 0.234 0.2 133 267 237 209 178 118 90.01 0.7 85.8 22.023 0.2 23.018 0.086 0.6 22.7 2.2 14.2 22.1 33.8 141 119 94.881 0.066 0.8 55.2 3.5 33.027 0.9 3 2.3 0.874 0.5 22.96 7.55 9.6 0.105 0.6 94.888 0.88 0.8 41.286 0.7 31.889 0.6 27.5 7.42 4.8 42.2 14.9 3.102 0.1 70.5 37.5 72.1 3.1 54.8 56.5 25.859 0.1 1.7 36.002 21.608 0.3 26.6 62.155 0.4 21.6 30.5 29.891 0.2 92 78 61.015 0.085 0.6 84.9 49.5 24.029 0.2 42.871 0.2 27 20.3 5.6 49.5 46.1 8.164 0.3 20.8 46 37.1 2.6 172 153 135 115 75.4 43.866 0.891 0.4 28.57 6.8 38.7 55.881 0.8 21.8 46.4 62.9 30.886 0.6 8.3 196 166 142 116 98.5 36.7 51.882 0.4 60 48.859 0.9 31.8 58.005 0.5 76.4 4.5 6.9 2.195 0.8 157 129 113 94.311 0.1 68.8 47.028 0.8 12.56 2.2 2.8 35.3 38.2 39.081 0.3 88.5 3.9 4 3.2 7.6 37.645 1545 1365 1203 1021 538 410 1362 1108 968 811 358 280 1063 896 764 461 389 336 194 155 123 677 571 448 179 149 119 385 308 164 137 89.5 57.6 27.3 23.856 0.4 3.7 127 108 92.88 0.237 0.6 3.889 0.1 32 28 38.8 35.15 10.1 4 4 4 3.2 24.7 33.9 29.882 0.1 14.2 2.33 0.9 3.5 24.412 0.9 47.2 2.2 32 29.392 0.866 0.4 23.6 16.9 3.3 29.846 0.4 24.466 0.8 2. 6 42.6 19.95 10.1 276.2 15.1 2 3 4 5 6 7 8 9 10 11 12 Universal Columns .6 368.5 339.9 15.1 37.1 5.2 15.6 370.2 290.5 30.5 17.7 15.6 455.5 3.3 254.21 10.6 206.2 362 355.6 419 406.2 s mm 47.96 5.8 204.2 290.25 8.4 13.17 9.5 314.3 12.97 7.2 d/s 6.1 222.2 307.3 14.91 4.75 3.25 6.7 17.9 19.3 8.1 15.3 254.6 7.2 42.5 14.47 6.2 10.22 7.7 246.2 8 6.5 58 49.2 290.9 289.8 r mm 15.7 12.2 15.4 7.3 14.4 314.2 15.3 10.1 86.2 15.3 200.1 17.6 22.6 12.22 9.9 9.6 123.6 24.2 15.4 12.9 10.2 407 403 399 394.7 31.8 160.8 15.18 5.5 311.2 27 23.2 12.4 305.2 15.2 203.3 12.8 256.2 215.14 4.2 290.5 9.5 5.9 152.Dimensions & Properties Designation 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 356x406x634 356x406x551 356x406x467 356x406x393 356x406x340 356x406x287 356x406x235 356x368x202 356x368x177 356x368x153 356x368x129 305x305x283 305x305x240 305x305x198 305x305x158 305x305x137 305x305x118 305x305x97 254x254x167 254x254x132 254x254x107 254x254x89 254x254x73 203x203x86 203x203x71 203x203x60 203x203x52 203x203x46 152x152x37 152x152x30 152x152x23 Ratios for Second Moment Thickness Mass Depth Width Depth Local Buckling of Area Root Per of of between Radius Axis metre Section Section Web Flange fillets Flange Web x-x kg/m 634 551 467 393 340 287 235 202 177 153 129 283 240 198 158 137 118 96.5 368.1 20.7 12.6 209.6 152.6 436.41 8.71 8.7 18.3 352.8 374.2 15.8 13.8 t mm 77 67.7 10 9.4 16.3 265.8 157.6 154.1 3.3 258.1 15.8 10.4 23.5 19 21.13 11.54 6.9 20.2 15.5 11 11.9 167 132 107 88.8 17.2 10.4 22.2 290.7 372.7 12.4 205.4 26.2 290.4 6.7 246.6 27.65 4.8 160.3 200.1 35.22 5.31 7.3 200.2 15.2 318.2 290.3 266.89 8.16 6.7 200.2 261.1 37 30 23 h mm 474.4 b mm 424 418.7 12.2 15.2 15.2 12.2 15.7 246.2 290.2 290.2 15.3 15.2 20.2 15.7 246.7 12.2 15.8 160.4 25 21.2 10.6 365.11 9.6 7.2 7.6 d mm 290.7 246.7 260.2 15.9 36.55 4.8 12 9.6 17.4 393.3 203.2 290.3 200.8 20.2 309.6 20.83 8.8 23 19.5 307.7 10.7 5.2 246.8 123.9 7.4 152.6 322.6 26.7 16.6 18.3 Ix cm4 274800 226900 183000 146600 122500 99880 79080 66260 57120 48590 40250 78870 64200 50900 38750 32810 27670 22250 30000 22530 17510 14270 11410 9449 7618 6125 5259 4568 2210 1748 1250 .12 8.5 44.94 7.2 23.5 17.1 71 60 52 46.8 160.7 25.6 b/2t 2.4 31.9 12.2 161.8 30.1 206.6 381 374.3 160.9 327.1 320.6 123.3 20.1 6.01 6.2 10.2 15.5 412.8 209.48 10.7 246.9 73. 2 31.05 6.3 5.13 14 15 Second Moment Radius of of Area Gyration Axis y-y Iy Axis Axis x-x y-y rx 4 ry 16 17 18 Elastic Modulus 19 21 22 23 24 Plastic Modulus Axis x-x Axis y-y Axis x-x Zx Zy Sx 3 20 3 3 Buckling Torsional Warping Torsional Area of Axis Parameter Index Constant Constant Section y-y Sy u x 3 cm cm cm cm cm cm cm 98130 18 11 11580 4629 14240 7108 82670 18 11 9962 3951 12080 6058 67830 18 11 8383 3291 10000 5034 55370 17 11 6998 2721 8222 4154 46850 17 10 6031 2325 6999 3544 38680 17 10 5075 1939 5812 2949 30990 16 10 4151 1570 4687 2383 23690 16 9.54 7.855 0.5 3103 1102 3455 1671 17550 16 9.2 5.5 4.898 0.4 66.8 2075 744 2424 1137 7531 12 6.6 1313 458 1484 697 4857 11 6.4 2264 793 2479 1199 24630 15 8.3 248 112 400 6.09 5.5 898 307 992 465 3127 9.46 6.1 24.848 0.835 0.5 2684 948 2965 1435 14610 16 9.2 626 319 172 102 57.6 137 80.844 0.3 12.9 5.49 10.844 0.84 5.3 8.04 0.3 4318 1529 5105 2342 20310 15 8.5 17.837 0.8 1760 589 1958 895 7308 13 7.167 0.5 309 140 560 6.9 2369 808 2680 1230 10700 14 7.848 0.841 0.7 164 52.851 0.4 76.03 3.85 0.031 0.2 H J 6 0.717 0.2 3643 1276 4247 1951 16300 14 8 2995 1037 3440 1581 12570 14 7.86 8.1 13.021 A 4 cm 13720 9240 5809 3545 2343 1441 812 558 381 251 153 2034 1271 734 378 249 161 91.143 0.5 3.63 1.98 1.85 0.844 0.7 47.2 12.851 0.3 18.851 0.18 6.35 5.8 2048 692 2297 1053 9059 14 7.318 0.8 17.8 222 73.3 58.6 1096 379 1224 575 3908 11 6.849 0.16 6.854 0.562 0.86 7.3 706 246 799 374 2065 9 5.85 10.39 1.847 0.3 10.6 3538 1264 3972 1920 20530 16 9.56 1.3 29.1 15.854 0.7 1631 576 1869 878 5928 11 6.1 450 152 497 231 706 6.2 16.2 12.1 110 90.74 10.2 10.87 2.9 14.3 850 299 977 456 2537 9.5 12.849 0.3 16 20.2 19.8 22.6 182 80.836 0.4 15 17 19.25 0.11 4.85 0.7 13.843 0.9 3.7 1445 479 1592 726 9870 12 6.834 0.8 31.85 0.9 15.839 0.2 510 174 567 264 1548 8.85 0.2 11.9 273 91.853 0.7 dm 38.2 584 201 656 305 1778 8.88 2.8 5.1 38.844 0.197 0.2 19.3 9.2 47.65 8.846 0.848 0.5 14.2 .19 0.9 7.4 14.63 cm2 808 702 595 501 433 366 299 257 226 195 164 360 306 252 201 174 150 123 213 168 136 113 93.8 3. 6 101.5 55.4 10.9 11.4 127 127 101.9 8.3 4.4 r2 d b/2t d/s mm 9.4 114.6 44.07 7.3 88.2 3.5 11.6 88.9 11.1 5.5 76.3 79.49 4.2 203.6 133.5 4.4 8.93 3.6 166.6 15.3 26.65 7.3 37.4 101.1 9.2 152.79 10.9 23 7.2 114.81 4.47 x-x y-y cm4 cm4 12020 4798 1818 979 946 486 153 307 158 2280 816 378 242 236 154 7.3 3.Dimensions & Properties Inside Slope = 8o Ratios for Second Moment Mass Depth Width Thickness Radius Depth Local Buckling of Area Per of of between Designation metre Section Section Web Flange Root Toe fillets Flange Web Axis Axis 1 2 3 4 5 6 7 8 9 mm x mm x kg/m 254x203x82 203x152x52 152x127x37 127x114x29 127x114x27 102x102x23 102x44x7 89x89x19 76x76x13 82 52.1 6.2 152.5 13.2 94.9 9.2 74.1 9.2 5.82 101 51.9 9.3 29.97 5.5 19.5 79.4 19.7 5.6 4.2 11.11 4.8 .3 15 9.81 17.2 10.5 12.3 7.3 6.6 6.8 5 3.5 9.2 38.54 16.5 13.65 4.3 10.9 127 10.2 4.01 4.1 2 3 4 5 6 7 8 9 10 11 12 13 14 Joists .62 4.7 7.5 44.8 h b s t r1 mm mm mm mm mm 254 203.9 16.1 19.6 9.9 76. 59 105 66.2 29.02 1.836 0.82 2.0006 152 64.5 6.9 6.9 16.7 38 42 14 48.1 4 3.7 22 11 8.5 3.0183 0.9 20.83 0.312 0.5 37.5 2.7 9.67 3.63 2.00321 0.866 0.5 24.43 14.0711 0.3 4.00788 0.1 5.2 5.79 947 224 1077 371 472 107 541 176 239 60 279 100 154 42 181 71 149 41 172 68 96 30 113 51 30 3.00018 0.29 0.00807 0.25 11.5 4.868 0.2 .4 6 69 23 82.54 2.15 16 Radius of Gyration 17 18 Elastic Modulus 19 20 Plastic Modulus Axis Axis Axis Axis Axis Axis x-x y-y x-x cm cm cm3 cm3 cm3 cm3 4.4 34.6 47.852 x 11 10.76 9.8 16.89 0.891 0.872 0.9 14.1 y-y x-x y-y 21 22 23 24 25 Buckling Torsional Warping Torsional Area of Parameter Index Constant Constant Section u 0.2 1.00158 0.3 9.91 2.22 H J A dm6 cm4 cm2 0.5 35.32 7.853 0.33 8.8 33.57 7. 7 27.5 r mm 15 15 15 12 12 12 12 12 12 12 12 12 12 12 12 9 d mm 362 315 237 245 208 212 178 181 148 151 131 135 102 106 82 65 b/T 5.5 10.1 25.5 4 300x90x41 41.2 26 30.5 75 6 90 6.88 d/t 32.5 75 5.4 5 260x90x35 34.8 16 100x50x10 10.5 90 7 75 6 90 6.9 13 x-x cm4 21940 15030 8229 7218 4728 3619 3518 2748 2523 1963 1817 1370 1162 861 483 208 .14 7.5 8.4 2 380x100x54 54.3 23.5 7.3 14.Dimensions and Properties Designation Mass Depth Width Thickness Root Depth Ratios for Local Second Moment Per of of Radius between Buckling of Area metre Section Section Web Flange Fillets Flange Web Axis D Kg/m 1 430x100x64 64.71 6.43 6 7.4 11 180x90x26 26.9 14 150x75x18 17.06 5.7 10 200x75x23 23.2 7.5 15.1 2 3 4 5 6 7 8 9 10 11 12 Parallel Flange Channels .1 12 180x75x20 20.9 15 125x65x15 14.43 6 6.2 8 230x75x26 25.26 5.7 19.9 33.81 6.5 14 12.5 6.8 21.43 6.5 100 9 90 9 90 8 75 7 90 7.8 6 260x75x28 27.2 26.5 16.6 7 230x90x32 32.0 3 300x100x46 45.2 20.7 9 200x90x30 29.84 5.3 13 150x90x24 23.5 75 6.2 mm 430 380 300 300 260 260 230 230 200 200 180 180 150 150 125 100 B t mm mm 100 11 100 9.2 22.5 12.25 6.5 15.5 12 10 9.5 50 5 T mm 19 17.5 14 12 14 12.3 27.5 65 5. 4 17.942 0.8 15.028 0.48 227 60.8 2.6 568 114 2.8 2.05 641 148 2.8 1.55 1.4 115 26.936 0.3 12.92 355 98.3 11.02 0.8 2.9 11.1 9.06 791 89.15 5.5 21.8 3.2 1.18 u x H J 6 0.081 0.9 33.9 14.5 ceq cm 0.13 549 81.3 x-x cm 16.4 2.7 19.02 0.2 2.946 0.676 1.89 155 44.3 278 34.1 11.005 0.2 3.95 0.82 364 56.932 0.62 1222 176 2.009 0.3 11.9 2.79 933 161 3.34 2.3 7.1 2.6 3.954 0.36 1.15 0.5 2.219 0.12 291 94.17 8.31 0.17 232 83.947 0.954 0.89 cy x-x y-y 3 3 cm cm cm 2.7 36.77 481 63.9 2.8 18.008 0.8 12.34 11.25 89.7 2.74 425 102 2.3 2.5 2.81 1.9 17.11 7.6 11.88 252 53.6 2.4 2.5 15.934 0.2 20.27 9.879 1.942 22.89 202 47.35 239 34.9 3.58 132 47.1 17.1 4.014 0.3 18.058 0.956 0.16 8.946 0.53 2.942 0.2 3.1 10 dm 0.13 14 15 16 17 18 19 20 21 22 23 24 25 rties Second Moment Radius of of Area Gyration Axis Axis Axis y-y 4 cm 722 643 568 404 353 185 334 181 314 170 277 146 253 131 80 32.3 10.24 1.8 6.73 48.932 0.002 0 cm4 63 45.7 10.07 4 y-y Elastic Elastic Plastic Plastic Buckling Torsion Warping Torsion Modulus NA Modulus NA Parameter Index Constant Constant Axis Axis Axis Axis x-x y-y 3 3 cm cm cm 2.3 278 63.944 0.86 306 55 2.8 28.4 2.58 41.3 14.41 176 51.8 20.4 2.8 13.3 179 76.72 2.27 6.53 .69 1.3 10.4 7.949 0.015 0.39 196 33.1 328 62 2.06 77.5 9.03 2.904 1.14 0.011 0.2 17 18.18 6.917 0.1 13.97 1020 97.66 1.38 152 28.8 11.038 0. 4 35.8 13 .4 22.9 30.2 25.9 29.7 44.9 33.7 37.8 18.1 68.7 58 52.26 Area of Section A cm2 82.1 41 32.