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TABLE B-2 Properties of Wide-Flange Sections (W-Shapes): SI Units (continued) Flange Axis X-X Axis Y-Y Web S = llc (10 mm') S = I/e (10' mm') Mass Width Thickness r= VIJA r= VIJA Depth (mm) Area thickness Designation (kg/m) (mm?) (mm) (mm) (mm) (10* mm) (mm) (10 mm) (mm) W310 x 60 x 52 x 44.5 x 38.7 x 32.7 x 28.3 x 23.8 x 21 13.1 13.2 60.0 7550 302 203 7.49 128 844 130 18.4 180 49.3 52.0 6650 318 167 7.62 119 747 133 10.2 122 39.1 44.5 5670 312 166 11.2 6.60 99.1 633 132 8.45 102 38.6 38.7 4940 310 165 9.65 5.84 131 84.9 64.9 547 7.20 87.5 38.4 32.7 28.3 4180 3590 312 102 10.8 6.60 416 125 1.94 37.9 21.5 310 102 8.89 6.73 5.72 5.97 54.1 349 122 1.57 30.8 20.9 23.8 3040 305 101 5.59 42.9 280 119 1.17 23.1 19.6 21.0 2680 302 101 5.08 36.9 244 117 0.982 19.5 19.1 W250 x 167 167 21 200 290 264 31.8 19.2 298 2060 118 98.2 742 68.1 x 149 х 131 x 115 x 101 x 89 x 80 x 73 x 67 x 58 x 49.1 x 44.8 x 38.5 x 32.7 x 28.4 х 25.3 x 22.3 x 17.9 149 19000 282 262 28.4 17.3 259 1840 117 86.2 655 67.3 131 16700 274 262 25.1 22.1 15.4 222 1610 1410 115 74.5 64.1 55.8 570 66.8 115 14600 269 259 13.5 189 114 493 66.0 101 12900 264 257 19.6 11.9 164 1240 113 433 65.8 1 090 983 89.0 11400 259 257 17.3 10.7 142 112 48.3 377 65.3 80.0 10200 257 254 15.6 9.40 126 111 42.9 338 65.0 73.0 9290 254 254 14.2 8.64 113 895 805 110 38.9 306 64.5 67.0 8580 257 204 15.7 8.89 103 110 22.2 218 51.1 58.0 7420 252 203 13.5 8.00 87.0 690 108 18.7 185 50.3 151 94.2 49.1 6260 247 202 11.0 7.37 71.2 574 106 15.2 6.95 5.87 4.75 1.79 1.48 1.20 0.907 49.3 5 700 70.8 59.9 49.1 44.8 267 148 13.0 7.62 531 111 34.8 38.5 147 262 259 457 110 108 80.1 65.1 35.1 34.5 33.8 4910 11.2 6.60 9.14 10.0 8.38 6.86 5.33 32.7 4190 3630 3220 2850 2280 146 6.10 380 6.35 40.1 34.1 28.7 28.4 259 102 308 105 22.2 6.10 5.84 25.3 257 102 265 103 29.2 21.5 22.3 254 102 226 100 23.8 20.6 17.9 251 101 4.83 22.4 179 99.1 18.0 19.9 4740 3790 162 154 8.13 22.2 17.2 W150 x 37.1 37.1 11.6 274 220 68.6 7.12 91.9 38.6 x 29.8 x 22.5 x 24 x 18 x 13.5 x 13 38.1 36.8 29.8 157 153 152 9.27 6.60 67.6 5.54 72.3 22.5 24.0 18.0 13.5 2860 152 5.84 12.1 13.4 9.20 6.83 6.60 159 65.0 3.88 51.0 3060 160 102 10.3 6.60 167 66.0 1.84 36.1 24.6 2290 1730 1630 63.2 62.7 61.7 7.11 23.3 153 150 102 5.84 120 1.24 24.6 100 5.46 4.32 91.1 0.916 18.2 23.0 13.0 148 100 4.95 4.32 6.20 83.6 0.828 16.6 22.6 W130 x 28.1 28.1 3590 131 128 10.9 6.86 10.9 167 55.1 3.80 3.13 59.5 32.5 x 23.8 W100 x 19.3 23.8 3040 127 127 9.14 6.10 8.91 140 54.1 49.2 32.0 19.3 2470 106 103 8.76 7.11 4.70 89.5 43.7 1.61 31.1 25.4

TABLE B-2 Properties of Wide-Flange Sections (W-Shapes): SI Units (continued) Flange Axis X-X Axis Y-Y Web S = llc (10 mm') S = I/e (10' mm') Mass Width Thickness r= VIJA r= VIJA Depth (mm) Area thickness Designation (kg/m) (mm?) (mm) (mm) (mm) (10* mm) (mm) (10 mm) (mm) W310 x 60 x 52 x 44.5 x 38.7 x 32.7 x 28.3 x 23.8 x 21 13.1 13.2 60.0 7550 302 203 7.49 128 844 130 18.4 180 49.3 52.0 6650 318 167 7.62 119 747 133 10.2 122 39.1 44.5 5670 312 166 11.2 6.60 99.1 633 132 8.45 102 38.6 38.7 4940 310 165 9.65 5.84 131 84.9 64.9 547 7.20 87.5 38.4 32.7 28.3 4180 3590 312 102 10.8 6.60 416 125 1.94 37.9 21.5 310 102 8.89 6.73 5.72 5.97 54.1 349 122 1.57 30.8 20.9 23.8 3040 305 101 5.59 42.9 280 119 1.17 23.1 19.6 21.0 2680 302 101 5.08 36.9 244 117 0.982 19.5 19.1 W250 x 167 167 21 200 290 264 31.8 19.2 298 2060 118 98.2 742 68.1 x 149 х 131 x 115 x 101 x 89 x 80 x 73 x 67 x 58 x 49.1 x 44.8 x 38.5 x 32.7 x 28.4 х 25.3 x 22.3 x 17.9 149 19000 282 262 28.4 17.3 259 1840 117 86.2 655 67.3 131 16700 274 262 25.1 22.1 15.4 222 1610 1410 115 74.5 64.1 55.8 570 66.8 115 14600 269 259 13.5 189 114 493 66.0 101 12900 264 257 19.6 11.9 164 1240 113 433 65.8 1 090 983 89.0 11400 259 257 17.3 10.7 142 112 48.3 377 65.3 80.0 10200 257 254 15.6 9.40 126 111 42.9 338 65.0 73.0 9290 254 254 14.2 8.64 113 895 805 110 38.9 306 64.5 67.0 8580 257 204 15.7 8.89 103 110 22.2 218 51.1 58.0 7420 252 203 13.5 8.00 87.0 690 108 18.7 185 50.3 151 94.2 49.1 6260 247 202 11.0 7.37 71.2 574 106 15.2 6.95 5.87 4.75 1.79 1.48 1.20 0.907 49.3 5 700 70.8 59.9 49.1 44.8 267 148 13.0 7.62 531 111 34.8 38.5 147 262 259 457 110 108 80.1 65.1 35.1 34.5 33.8 4910 11.2 6.60 9.14 10.0 8.38 6.86 5.33 32.7 4190 3630 3220 2850 2280 146 6.10 380 6.35 40.1 34.1 28.7 28.4 259 102 308 105 22.2 6.10 5.84 25.3 257 102 265 103 29.2 21.5 22.3 254 102 226 100 23.8 20.6 17.9 251 101 4.83 22.4 179 99.1 18.0 19.9 4740 3790 162 154 8.13 22.2 17.2 W150 x 37.1 37.1 11.6 274 220 68.6 7.12 91.9 38.6 x 29.8 x 22.5 x 24 x 18 x 13.5 x 13 38.1 36.8 29.8 157 153 152 9.27 6.60 67.6 5.54 72.3 22.5 24.0 18.0 13.5 2860 152 5.84 12.1 13.4 9.20 6.83 6.60 159 65.0 3.88 51.0 3060 160 102 10.3 6.60 167 66.0 1.84 36.1 24.6 2290 1730 1630 63.2 62.7 61.7 7.11 23.3 153 150 102 5.84 120 1.24 24.6 100 5.46 4.32 91.1 0.916 18.2 23.0 13.0 148 100 4.95 4.32 6.20 83.6 0.828 16.6 22.6 W130 x 28.1 28.1 3590 131 128 10.9 6.86 10.9 167 55.1 3.80 3.13 59.5 32.5 x 23.8 W100 x 19.3 23.8 3040 127 127 9.14 6.10 8.91 140 54.1 49.2 32.0 19.3 2470 106 103 8.76 7.11 4.70 89.5 43.7 1.61 31.1 25.4

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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TABLE B-2 Properties of Wide-Flange Sections (W-Shapes): SI Units (continued) Flange Axis X-X Axis Y-Y Web S = l|c (10 mm) S = I/c (10' mm') Mass Width Thickness r=VIJA r= VIJA Depth (mm) Area thickness Designation (kg/m) (mm?) (mm) (mm) (mm) (10 mm) (mm) (10 mm) (mm) W310 x 60 x 52 x 44.5 x 38.7 х 32.7 x 28.3 x 23.8 x 21 844 747 60.0 7550 302 203 13.1 7.49 128 130 18.4 180 49.3 52.0 6650 318 167 13.2 7.62 119 133 10.2 122 39.1 44.5 5670 312 166 11.2 6.60 99.1 633 132 8.45 102 38.6 38.7 4940 310 165 9.65 5.84 131 84.9 64.9 547 7.20 87.5 38.4 32.7 28.3 4180 3590 37.9 30.8 312 102 10.8 6.60 416 125 1.94 21.5 310 102 8.89 5.97 5.59 5.08 54.1 349 122 1.57 20.9 23.8 3040 305 101 6.73 5.72 42.9 280 119 1.17 23.1 19.6 21.0 2680 302 101 36.9 244 117 0.982 19.5 19.1 W250 x 167 167 21 200 290 264 31.8 19.2 298 2060 118 98.2 742 68.1 x 149 х 131 x 115 x 101 x 89 x 80 x 73 x 67 x 58 x 49.1 x 44.8 x 38.5 x 32.7 x 28.4 х 25.3 x 22.3 x 17.9 149 19000 282 262 28.4 17.3 259 1840 117 86.2 655 67.3 131 16700 274 262 25.1 22.1 15.4 13.5 11.9 222 1610 1410 1240 115 74.5 570 66.8 115 14600 269 259 189 114 64.1 493 66.0 101 12900 264 257 19.6 164 113 55.8 433 65.8 89.0 11400 259 257 17.3 10.7 142 1090 112 48.3 377 65.3 80.0 10200 257 254 15.6 9.40 126 983 111 42.9 338 65.0 254 204 73.0 9290 254 14.2 8.64 113 103 895 805 110 38.9 306 64.5 67.0 8580 257 15.7 8.89 110 22.2 218 51.1 8.00 7.37 58.0 7420 252 203 13.5 87.0 690 108 18.7 185 50.3 49.1 6260 247 202 11.0 71.2 574 106 15.2 151 49.3 44.8 5700 267 148 13.0 7.62 70.8 531 111 6.95 94.2 34.8 38.5 110 262 259 259 147 59.9 49.1 457 5.87 4.75 80.1 65.1 34.5 33.8 4910 11.2 6.60 9.14 10.0 8.38 6.86 5.33 32.7 4190 3630 3220 2850 146 6.10 6.35 380 108 28.4 1.79 1.48 1.20 0.907 102 40.1 308 105 35.1 22.2 6.10 5.84 34.1 28.7 25.3 257 102 265 103 29.2 21.5 22.3 254 102 226 100 23.8 20.6 17.9 2280 251 101 4.83 22.4 179 99.1 18.0 19.9 W150 x 37.1 4740 162 154 8.13 22.2 17.2 37.1 11.6 274 220 68.6 7.12 91.9 38.6 × 29.8 x 22.5 x 24 x 18 x 13.5 x 13 3790 67.6 38.1 36.8 29.8 157 153 152 9.27 6.60 5.54 72.3 22.5 24.0 18.0 2860 152 5.84 12.1 13.4 6.60 159 65.0 3.88 51.0 3060 160 102 10.3 6.60 167 66.0 1.84 36.1 24.6 2290 1730 1630 102 120 63.2 153 150 7.11 5.84 4.32 4.32 9.20 6.83 1.24 0.916 24.6 23.3 23.0 22.6 13.5 100 5.46 91.1 62.7 18.2 13.0 148 100 4.95 6.20 83.6 61.7 0.828 16.6 W130 x 28.1 28.1 3590 131 128 10.9 6.86 167 55.1 3.80 3.13 10.9 59.5 32.5 x 23.8 W100 x 19.3 23.8 3040 127 127 9.14 6.10 8.91 140 54.1 49.2 32.0 19.3 2470 106 103 8.76 7.11 4.70 89.5 43.7 1.61 31.1 25.4
Transcribed Image Text:TABLE B-2 Properties of Wide-Flange Sections (W-Shapes): SI Units (continued) Flange Axis X-X Axis Y-Y Web S = l|c (10 mm) S = I/c (10' mm') Mass Width Thickness r=VIJA r= VIJA Depth (mm) Area thickness Designation (kg/m) (mm?) (mm) (mm) (mm) (10 mm) (mm) (10 mm) (mm) W310 x 60 x 52 x 44.5 x 38.7 х 32.7 x 28.3 x 23.8 x 21 844 747 60.0 7550 302 203 13.1 7.49 128 130 18.4 180 49.3 52.0 6650 318 167 13.2 7.62 119 133 10.2 122 39.1 44.5 5670 312 166 11.2 6.60 99.1 633 132 8.45 102 38.6 38.7 4940 310 165 9.65 5.84 131 84.9 64.9 547 7.20 87.5 38.4 32.7 28.3 4180 3590 37.9 30.8 312 102 10.8 6.60 416 125 1.94 21.5 310 102 8.89 5.97 5.59 5.08 54.1 349 122 1.57 20.9 23.8 3040 305 101 6.73 5.72 42.9 280 119 1.17 23.1 19.6 21.0 2680 302 101 36.9 244 117 0.982 19.5 19.1 W250 x 167 167 21 200 290 264 31.8 19.2 298 2060 118 98.2 742 68.1 x 149 х 131 x 115 x 101 x 89 x 80 x 73 x 67 x 58 x 49.1 x 44.8 x 38.5 x 32.7 x 28.4 х 25.3 x 22.3 x 17.9 149 19000 282 262 28.4 17.3 259 1840 117 86.2 655 67.3 131 16700 274 262 25.1 22.1 15.4 13.5 11.9 222 1610 1410 1240 115 74.5 570 66.8 115 14600 269 259 189 114 64.1 493 66.0 101 12900 264 257 19.6 164 113 55.8 433 65.8 89.0 11400 259 257 17.3 10.7 142 1090 112 48.3 377 65.3 80.0 10200 257 254 15.6 9.40 126 983 111 42.9 338 65.0 254 204 73.0 9290 254 14.2 8.64 113 103 895 805 110 38.9 306 64.5 67.0 8580 257 15.7 8.89 110 22.2 218 51.1 8.00 7.37 58.0 7420 252 203 13.5 87.0 690 108 18.7 185 50.3 49.1 6260 247 202 11.0 71.2 574 106 15.2 151 49.3 44.8 5700 267 148 13.0 7.62 70.8 531 111 6.95 94.2 34.8 38.5 110 262 259 259 147 59.9 49.1 457 5.87 4.75 80.1 65.1 34.5 33.8 4910 11.2 6.60 9.14 10.0 8.38 6.86 5.33 32.7 4190 3630 3220 2850 146 6.10 6.35 380 108 28.4 1.79 1.48 1.20 0.907 102 40.1 308 105 35.1 22.2 6.10 5.84 34.1 28.7 25.3 257 102 265 103 29.2 21.5 22.3 254 102 226 100 23.8 20.6 17.9 2280 251 101 4.83 22.4 179 99.1 18.0 19.9 W150 x 37.1 4740 162 154 8.13 22.2 17.2 37.1 11.6 274 220 68.6 7.12 91.9 38.6 × 29.8 x 22.5 x 24 x 18 x 13.5 x 13 3790 67.6 38.1 36.8 29.8 157 153 152 9.27 6.60 5.54 72.3 22.5 24.0 18.0 2860 152 5.84 12.1 13.4 6.60 159 65.0 3.88 51.0 3060 160 102 10.3 6.60 167 66.0 1.84 36.1 24.6 2290 1730 1630 102 120 63.2 153 150 7.11 5.84 4.32 4.32 9.20 6.83 1.24 0.916 24.6 23.3 23.0 22.6 13.5 100 5.46 91.1 62.7 18.2 13.0 148 100 4.95 6.20 83.6 61.7 0.828 16.6 W130 x 28.1 28.1 3590 131 128 10.9 6.86 167 55.1 3.80 3.13 10.9 59.5 32.5 x 23.8 W100 x 19.3 23.8 3040 127 127 9.14 6.10 8.91 140 54.1 49.2 32.0 19.3 2470 106 103 8.76 7.11 4.70 89.5 43.7 1.61 31.1 25.4
3. A W250 x 28.4. A section is used as a cantilever beam of length L= 6 m. Determine the largest uniformly distributed load w , in addition to the weight of the beam, that can be carried if the bending stress is not to exceed 120 MPa. 4. Repeat Prob. 3 using a W150 x 29.8 section with length L= 4 m. Wo A В
Transcribed Image Text:3. A W250 x 28.4. A section is used as a cantilever beam of length L= 6 m. Determine the largest uniformly distributed load w , in addition to the weight of the beam, that can be carried if the bending stress is not to exceed 120 MPa. 4. Repeat Prob. 3 using a W150 x 29.8 section with length L= 4 m. Wo A В
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