Answer Happy

determine the W section that satisfies the following requisites. Write the answer using the format given by the table.
x-x axis y-y axis 100 310 23.4 Wide-Flange Sections or W Shapes si Units Flange Web Area Depth thickness width thickness Designation A d tw b ty mm x kg/m mm2 mm mm mm mm W310 X 129 16 500 318 13.10 308.0 20.6 W310 X 74 9 480 9.40 205.0 16.3 W310 X 67 8 530 306 8.51 204.0 14.6 W310 X 39 4 930 310 5.84 165.0 9.7 W310 X 33 4 180 313 6.60 102.0 10.8 W310 X 24 3040 305 5.59 101.0 6.7 W310 X 21 2 680 303 5.08 101.0 5.7 W250 X 149 19 000 282 17.30 263.0 28,4 W250 X 80 10 200 256 9.40 255.0 15.6 W250 X 67 8 560 257 8.89 204.0 15.7 W250 X 58 7 400 252 8.00 203.0 13.5 W250 X 45 5 700 266 7.62 148.0 13.0 W250 X 28 3 620 260 6.35 102.0 10.0 W250 X 22 2 850 254 5.84 102.0 6.9 W250 X 18 2 280 251 4.83 1010 5.3 W200 X 100 12 700 229 14.50 210.0 23.7 W200 X 86 11 000 222 13.00 209.0 20.6 W200 X 71 9 100 216 10.20 206.0 17.4 W 200 X 59 7 580 210 9.14 205.0 14.2 W 200 X 46 5 890 203 7.24 203.0 11.0 W200 X 36 4 570 201 6.22 165.0 10.2 W200 x 22 2 860 206 6.22 102.0 8.0 W150 X 37 4 730 162 8.13 154.0 11.6 W 150 x 30 3 790 157 6.60 153.0 9.3 W150 X 22 2 860 152 5.84 152.0 6.6 W150 X 24 3 060 160 6.60 102.0 10.3 W150 X 18 2 290 153 5.84 102.0 7.1 W150 X 14 1 730 150 4.32 100.0 5.5 39.9 1 s r 1 S r 106 mm 103 mm mm 106 mm 103 mm? mm 308 1940 137 649 77.8 165 1060 132 228 49.7 145 948 130 20.7 203 49.3 84.8 547 131 7.23 87.6 38.3 65.0 415 125 1.92 37.6 21.4 42.8 281 119 1.16 23.0 19.5 37.0 244 117 0.986 19.5 19.2 259 1840 117 86.2 656 67.4 126 984 111 43.1 338 65.0 104 809 110 22.2 218 50.9 87.3 693 109 18.8 185 50.4 71.1 535 112 7.03 95 35.1 307 105 1.78 34.9 22.2 28.8 227 101 1.22 23.9 20.7 22.5 179 993 0.919 18.2 20.1 113 987 94.3 36.6 349 53.7 94.7 853 92.8 31.4 300 53.4 76.6 709 91.7 25.4 247 52.8 61.2 583 89.9 20.4 199 51.9 45.5 448 87.9 15.3 151 51.0 34.4 342 86.8 7.64 92.6 40.9 20.0 194 83.6 1.42 27.8 22.3 22.2 274 68.5 7.07 91.8 38.7 17.1 218 67.2 554 72.4 38.2 12.1 159 65.0 3.87 50.9 36,8 13.4 168 66.2 1.83 35.9 245 9.19 120 63.3 1.26 24.7 23.5 6.84 91.2 62.9 0.912 18.2 23.0
x-x axis y-y axis 100 310 23.4 Wide-Flange Sections or W Shapes si Units Flange Web Area Depth thickness width thickness Designation A d tw b ty mm x kg/m mm2 mm mm mm mm W310 X 129 16 500 318 13.10 308.0 20.6 W310 X 74 9 480 9.40 205.0 16.3 W310 X 67 8 530 306 8.51 204.0 14.6 W310 X 39 4 930 310 5.84 165.0 9.7 W310 X 33 4 180 313 6.60 102.0 10.8 W310 X 24 3040 305 5.59 101.0 6.7 W310 X 21 2 680 303 5.08 101.0 5.7 W250 X 149 19 000 282 17.30 263.0 28,4 W250 X 80 10 200 256 9.40 255.0 15.6 W250 X 67 8 560 257 8.89 204.0 15.7 W250 X 58 7 400 252 8.00 203.0 13.5 W250 X 45 5 700 266 7.62 148.0 13.0 W250 X 28 3 620 260 6.35 102.0 10.0 W250 X 22 2 850 254 5.84 102.0 6.9 W250 X 18 2 280 251 4.83 1010 5.3 W200 X 100 12 700 229 14.50 210.0 23.7 W200 X 86 11 000 222 13.00 209.0 20.6 W200 X 71 9 100 216 10.20 206.0 17.4 W 200 X 59 7 580 210 9.14 205.0 14.2 W 200 X 46 5 890 203 7.24 203.0 11.0 W200 X 36 4 570 201 6.22 165.0 10.2 W200 x 22 2 860 206 6.22 102.0 8.0 W150 X 37 4 730 162 8.13 154.0 11.6 W 150 x 30 3 790 157 6.60 153.0 9.3 W150 X 22 2 860 152 5.84 152.0 6.6 W150 X 24 3 060 160 6.60 102.0 10.3 W150 X 18 2 290 153 5.84 102.0 7.1 W150 X 14 1 730 150 4.32 100.0 5.5 39.9 1 s r 1 S r 106 mm 103 mm mm 106 mm 103 mm? mm 308 1940 137 649 77.8 165 1060 132 228 49.7 145 948 130 20.7 203 49.3 84.8 547 131 7.23 87.6 38.3 65.0 415 125 1.92 37.6 21.4 42.8 281 119 1.16 23.0 19.5 37.0 244 117 0.986 19.5 19.2 259 1840 117 86.2 656 67.4 126 984 111 43.1 338 65.0 104 809 110 22.2 218 50.9 87.3 693 109 18.8 185 50.4 71.1 535 112 7.03 95 35.1 307 105 1.78 34.9 22.2 28.8 227 101 1.22 23.9 20.7 22.5 179 993 0.919 18.2 20.1 113 987 94.3 36.6 349 53.7 94.7 853 92.8 31.4 300 53.4 76.6 709 91.7 25.4 247 52.8 61.2 583 89.9 20.4 199 51.9 45.5 448 87.9 15.3 151 51.0 34.4 342 86.8 7.64 92.6 40.9 20.0 194 83.6 1.42 27.8 22.3 22.2 274 68.5 7.07 91.8 38.7 17.1 218 67.2 554 72.4 38.2 12.1 159 65.0 3.87 50.9 36,8 13.4 168 66.2 1.83 35.9 245 9.19 120 63.3 1.26 24.7 23.5 6.84 91.2 62.9 0.912 18.2 23.0
Determine la sección W que satisfaga los siguientes requicitos. Escriba su respuesto usando el formato de la tabla. Mmax=24 KN-m Oy = = 250 MPa. FS = 1.7 NI