y axis 178 20.7 102.0 117 259 257 7.03 Wide Flange Sections or w Shapes SI Units Flange Web - axis Area Depth thickness

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Y Axis 178 20 7 102 0 117 259 257 7 03 Wide Flange Sections Or W Shapes Si Units Flange Web Axis Area Depth Thickness 1 (233.25 KiB) Viewed 12 times

Y Axis 178 20 7 102 0 117 259 257 7 03 Wide Flange Sections Or W Shapes Si Units Flange Web Axis Area Depth Thickness 2 (233.25 KiB) Viewed 12 times

determine the W section that satisfies the following requisites. Write the answer using the format given by the table.

Y Axis 178 20 7 102 0 117 259 257 7 03 Wide Flange Sections Or W Shapes Si Units Flange Web Axis Area Depth Thickness 3 (59.92 KiB) Viewed 12 times

y axis 178 20.7 102.0 117 259 257 7.03 Wide Flange Sections or w Shapes SI Units Flange Web - axis Area Depth thickness width thickness Designation A d by ty 1 S 1 S. mm x kg/m mm2 mm mm mm mm 10% mm 10 mm mm 106 mm 100 mm mm W310 X 129 16 500 318 13.10 308.0 20.6 308 1940 137 100 649 W310 X 74 9 480 310 9.40 205.0 16.3 165 1060 132 23.4 228 49.7 W310 X 67 8 530 306 8.51 204.0 14.6 145 948 130 203 493 W310 X 39 4 930 310 5.84 165.0 9.7 84.8 547 131 7.23 87.0 38.3 W310 X 33 4 180 313 6.60 10.8 65.0 415 125 192 376 21.4 W310 X 24 3040 305 5.59 101.0 6.7 42.8 281 119 1.16 23.0 19.5 W310 X 21 2 680 303 5.08 101.0 5.7 37.0 244 0.986 195 19.2 W250 X 149 19 000 282 17.30 263.0 28.1 1840 117 86.2 656 674 W250 x 80 10 200 256 9.40 255.0 15.6 126 984 111 43.1 338 65,0 W250 X 67 8 560 8.89 204.0 15.7 104 809 110 22.2 218 509 W250 X 58 7 400 252 8.00 203.0 13.5 87.3 693 109 188 185 50.4 W250 X 45 5 700 266 7.62 148.0 13. 71.1 535 112 95 35.1 W250 X 28 3 620 260 6.35 102.0 10.0 39.9 307 105 1.78 34.9 222 W250 X 22 2 850 254 5.84 102.0 6.9 28.8 227 101 1.22 23.9 20.7 W250 X 18 2 280 251 4.83 101.0 5.3 22.5 179 99.3 0.919 18.2 20.1 W 200 X 100 12 700 229 14.50 210.0 23.7 987 94.3 36.6 349 53.7 W 200 X 86 11 000 222 13.00 209.0 20.6 94.7 853 92.8 31.4 300 53.4 W200 X 71 9 100 216 10.20 206.0 17.4 76.6 709 91.7 25.4 247 52.8 W 200 X 59 7 580 210 9.14 205.0 14.2 61.2 583 89.9 20.4 199 51.9 W 200 X 46 5 890 203 7.24 203.0 11.0 45.5 448 87.9 15.3 51.0 W 200 X 36 4 570 6.22 165.0 10.2 34.4 342 86.8 7.64 92.6 40.9 W200 x 22 2 860 6.22 102.0 20.0 194 83.6 1.42 27.8 223 W150 X 37 1730 162 8.13 1540 11.6 22.2 274 68.5 7.07 91.8 38.7 W150 X 30 3 790 157 6.60 153.0 9.3 17.1 218 67.2 5.54 72.4 38.2 W150 x 22 2 860 152 5.84 15240 6.6 12.1 159 65.0 3.87 50.9 36.8 W150 x 24 3 060 160 6.60 102.0 10:3 13.4 168 66.2 35.9 245 W 150 X 18 2 290 153 5.84 10200 7.1 9.19 120 63.3 1.26 24.7 23.5 W150 X 14 1 730 150 4.32 100.0 5.5 6.84 91.2 62.9 0.912 18.2. 23.0 113 151 201 206 8.0 1.83
y axis 178 20.7 102.0 117 259 257 7.03 Wide Flange Sections or w Shapes SI Units Flange Web - axis Area Depth thickness width thickness Designation A d by ty 1 S 1 S. mm x kg/m mm2 mm mm mm mm 10% mm 10 mm mm 106 mm 100 mm mm W310 X 129 16 500 318 13.10 308.0 20.6 308 1940 137 100 649 W310 X 74 9 480 310 9.40 205.0 16.3 165 1060 132 23.4 228 49.7 W310 X 67 8 530 306 8.51 204.0 14.6 145 948 130 203 493 W310 X 39 4 930 310 5.84 165.0 9.7 84.8 547 131 7.23 87.0 38.3 W310 X 33 4 180 313 6.60 10.8 65.0 415 125 192 376 21.4 W310 X 24 3040 305 5.59 101.0 6.7 42.8 281 119 1.16 23.0 19.5 W310 X 21 2 680 303 5.08 101.0 5.7 37.0 244 0.986 195 19.2 W250 X 149 19 000 282 17.30 263.0 28.1 1840 117 86.2 656 674 W250 x 80 10 200 256 9.40 255.0 15.6 126 984 111 43.1 338 65,0 W250 X 67 8 560 8.89 204.0 15.7 104 809 110 22.2 218 509 W250 X 58 7 400 252 8.00 203.0 13.5 87.3 693 109 188 185 50.4 W250 X 45 5 700 266 7.62 148.0 13. 71.1 535 112 95 35.1 W250 X 28 3 620 260 6.35 102.0 10.0 39.9 307 105 1.78 34.9 222 W250 X 22 2 850 254 5.84 102.0 6.9 28.8 227 101 1.22 23.9 20.7 W250 X 18 2 280 251 4.83 101.0 5.3 22.5 179 99.3 0.919 18.2 20.1 W 200 X 100 12 700 229 14.50 210.0 23.7 987 94.3 36.6 349 53.7 W 200 X 86 11 000 222 13.00 209.0 20.6 94.7 853 92.8 31.4 300 53.4 W200 X 71 9 100 216 10.20 206.0 17.4 76.6 709 91.7 25.4 247 52.8 W 200 X 59 7 580 210 9.14 205.0 14.2 61.2 583 89.9 20.4 199 51.9 W 200 X 46 5 890 203 7.24 203.0 11.0 45.5 448 87.9 15.3 51.0 W 200 X 36 4 570 6.22 165.0 10.2 34.4 342 86.8 7.64 92.6 40.9 W200 x 22 2 860 6.22 102.0 20.0 194 83.6 1.42 27.8 223 W150 X 37 1730 162 8.13 1540 11.6 22.2 274 68.5 7.07 91.8 38.7 W150 X 30 3 790 157 6.60 153.0 9.3 17.1 218 67.2 5.54 72.4 38.2 W150 x 22 2 860 152 5.84 15240 6.6 12.1 159 65.0 3.87 50.9 36.8 W150 x 24 3 060 160 6.60 102.0 10:3 13.4 168 66.2 35.9 245 W 150 X 18 2 290 153 5.84 10200 7.1 9.19 120 63.3 1.26 24.7 23.5 W150 X 14 1 730 150 4.32 100.0 5.5 6.84 91.2 62.9 0.912 18.2. 23.0 113 151 201 206 8.0 1.83
Determine la sección W que satisfaga los siguientes requicitos. Escriba su respuesto usando el formato de la tabla. max = 24 KN-m gy = 250 MPa. FS = 1.7 I