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This material is copyright - all rights reserved. Reproduced under licence from The Steel Construction Institute on 12/2/2007 To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.org/ Steel Designers' Manual - 6th Edition (2003) JOISTS Dimensions and properties 1177 REDUCED PLASTIC MODULUS UNDER AXIAL LOAD xx Section Plastic Major Axis Reduced Modulus Plastic Minor Axis Reduced Modulus Designation Modulus Modulus Axis x-x Lower Values Of n Change Formula Higher Values Of n Axis y-y Lower Values Of n Change Formula At n = Higher Values Of n cm 3 K1 K2 At n1 = At n2 = K3 K4 cm K1 K2 K3 K4 254 ¥ 203 ¥ 82 # 1080 1080 2680 0.195 0.504 134 8.88 371 371 107 0.248 597 0.548 254 ¥ 114 ¥ 37 ‡ 459 459 737 0.354 0.576 49.0 11.3 79.1 79.1 22.1 0.408 190 0.236 203 ¥ 152 ¥ 52 # 541 541 1250 0.213 0.490 72.7 8.30 176 176 54.5 0.272 292 0.511 152 ¥ 127 ¥ 37 # 279 279 542 0.256 0.533 44.4 7.15 99.8 99.8 37.0 0.334 186 0.412 127 ¥ 114 ¥ 29 # 181 181 342 0.262 0.542 30.5 6.77 70.8 70.8 27.5 0.347 132 0.407 127 ¥ 114 ¥ 27 # 172 172 396 0.208 0.507 25.6 7.48 68.2 68.2 23.1 0.275 112 0.523 127 ¥ 76 ¥ 16 ‡ 104 104 198 0.272 0.500 14.6 8.18 26.4 26.4 8.75 0.337 50.3 0.388 114 ¥ 114 ¥ 27 ‡ 151 151 313 0.234 0.557 26.0 6.58 65.8 65.8 26.0 0.315 121 0.420 102 ¥ 102 ¥ 23 # 113 113 226 0.239 0.534 21.2 6.04 50.6 50.6 21.2 0.329 90.8 0.428 102 ¥ 44 ¥ 7 # 35.4 35.4 52.5 0.391 0.575 5.07 8.52 6.03 6.03 2.22 0.460 16.1 0.143 89 ¥ 89 ¥ 19 # 82.7 82.7 163 0.240 0.515 17.4 5.36 38.0 38.0 17.4 0.340 67.9 0.416 76 ¥ 76 ¥ 15 ‡ 54.2 54.2 103 0.250 0.533 11.4 5.37 25.8 25.8 12.0 0.354 47.4 0.404 76 ¥ 76 ¥ 13 # 48.7 48.7 129 0.170 0.463 8.66 6.15 22.4 22.4 8.66 0.239 34.2 0.576 ‡ Not available from some leading producers. Check availability. # Check availability. n = F/(A py), where F is the factored axial load, A is the gross cross sectional area and py is the design strength of the section. For values of n lower than n1, the reduced plastic modulus, Srx = Srx1 = K1 - K2.n 2 , for major axis bending. For values of n higher than n2, the reduced plastic modulus, Srx = Srx2 = K3(1 - n)(K4 + n), for major axis bending. For values of n between n1 and n2, the reduced plastic modulus, Srx = Srx1 + (Srx2 - Srx1)(n - n1)/(n2 - n1), for major axis bending. For lower values of n, the reduced plastic modulus, Sry = K1 - K2.n 2 , for minor axis bending. For higher values of n, the reduced plastic modulus, Sry = K3(1 - n)(K4 + n), for minor axis bending.
This material is copyright - all rights reserved. Reproduced under licence from The Steel Construction Institute on 12/2/2007 To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.org/ Steel Designers' Manual - 6th Edition (2003) 1178 Dimensions and properties Tf UNIVERSAL BEARING PILES DIMENSIONS Section Mass Depth Width Thickness Root Depth Ratios for Dimensions for Surface Area Designation per of of Radius between Local Buckling Detailing Metre Section Section Web Flange Fillets Per Per Flange Web End Clearance Notch Metre Tonne D B t T r d b/T d/t C N n kg/m mm mm mm mm mm mm mm mm mm m2 m2 356 ¥ 368 ¥ 174 # 173.9 361.4 378.5 20.3 20.4 15.2 290.2 9.28 14.3 12 190 36 2.17 12.5 356 ¥ 368 ¥ 152 # 152.0 356.4 376.0 17.8 17.9 15.2 290.2 10.5 16.3 11 190 34 2.16 14.2 356 ¥ 368 ¥ 133 # 133.0 352.0 373.8 15.6 15.7 15.2 290.2 11.9 18.6 10 190 32 2.14 16.1 356 ¥ 368 ¥ 109 # 108.9 346.4 371.0 12.8 12.9 15.2 290.2 14.4 22.7 8 190 30 2.13 19.5 305 ¥ 305 ¥ 223 # 222.9 337.9 325.7 30.3 30.4 15.2 246.7 5.36 8.14 17 158 46 1.89 8.49 305 ¥ 305 ¥ 186 # 186.0 328.3 320.9 25.5 25.6 15.2 246.7 6.27 9.67 15 158 42 1.86 10.0 305 ¥ 305 ¥ 149 # 149.1 318.5 316.0 20.6 20.7 15.2 246.7 7.63 12.0 12 158 36 1.83 12.3 305 ¥ 305 ¥ 126 # 126.1 312.3 312.9 17.5 17.6 15.2 246.7 8.89 14.1 11 158 34 1.82 14.4 305 ¥ 305 ¥ 110 # 110.0 307.9 310.7 15.3 15.4 15.2 246.7 10.1 16.1 10 158 32 1.80 16.4 305 ¥ 305 ¥ 95 # 94.9 303.7 308.7 13.3 13.3 15.2 246.7 11.6 18.5 9 158 30 1.79 18.9 305 ¥ 305 ¥ 88 # 88.0 301.7 307.8 12.4 12.3 15.2 246.7 12.5 19.9 8 158 28 1.78 20.3 305 ¥ 305 ¥ 79 # 78.9 299.3 306.4 11.0 11.1 15.2 246.7 13.8 22.4 8 158 28 1.78 22.5 254 ¥ 254 ¥ 85 # 85.1 254.3 260.4 14.4 14.3 12.7 200.3 9.10 13.9 9 134 28 1.50 17.6 254 ¥ 254 ¥ 71 # 71.0 249.7 258.0 12.0 12.0 12.7 200.3 10.8 16.7 8 134 26 1.49 20.9 254 ¥ 254 ¥ 63 # 63.0 247.1 256.6 10.6 10.7 12.7 200.3 12.0 18.9 7 134 24 1.48 23.5 203 ¥ 203 ¥ 54 # 53.9 204.0 207.7 11.3 11.4 10.2 160.8 9.11 14.2 8 110 22 1.20 22.2 203 ¥ 203 ¥ 45 # 44.9 200.2 205.9 9.5 9.5 10.2 160.8 10.8 16.9 7 110 20 1.19 26.4 # Check availability.
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