AISC LRFD 1.pdf

NUMERICAL VALUES 155f vVAwnTABLE 8-50 M(MPa) for Plate Girders by Appendix F2for 345 MPa Yield Stress Steel,Tension Field Action Not IncludedAspect ratio a / h: Stiffener Spacing to Web Depthht w 0.5 0.6 0.7 0.8 0.9 1.0 1.2 1.4 1.6 1.8 2.0 2.5 3.0Over3.060 186 186 186 186 186 186 186 186 186 186 186 186 186 18470 186 186 186 186 186 186 186 186 186 180 176 170 166 15880 186 186 186 186 186 186 180 169 163 158 154 148 142 12890 186 186 186 186 183 173 160 151 141 132 126 117 112 101100 186 186 186 177 165 156 139 124 114 107 102 95.0 91.0 81.9110 186 186 175 161 150 135 115 102 94.1 88.6 84.6 78.5 75.2 67.7120 186 179 160 146 127 114 96.4 85.9 79.1 74.4 71.1 66.0 63.2 56.9130 186 165 147 124 108 96.9 82.1 73.2 67.4 63.4 60.6 56.2 53.8 48.5140 176 153 127 107 93.4 83.6 70.8 63.1 58.1 54.7 52.2 48.5 46.4 41.8150 164 138 111 93.3 81.3 72.8 61.7 55.0 50.6 47.6 45.5 42.2 40.4 36.4160 154 121 97.3 82.0 71.5 64.0 54.2 48.3 44.5 41.9 40.0 37.1 32.0170 142 107 86.2 72.6 63.3 56.7 48.0 42.8 39.4 37.1 35.4 28.3180 126 95.5 76.9 64.8 56.5 50.6 42.8 38.2 35.2 33.1 31.6 25.3200 102 77.3 62.3 52.5 45.8 41.0 34.7 30.9 28.5 20.5220 84.6 63.9 51.5 43.4 37.8 33.8 28.7 16.9240 71.1 53.7 43.2 36.4 31.8 28.4 14.2260 60.6 45.8 36.8 31.0 27.1 24.2280 52.2 39.5 31.8 26.8LRFD Specification for Structural Steel Buildings, December 27, 1999AMERICAN INSTITUTE OF STEEL CONSTRUCTION