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A W200x59 steel wide-flange section supports a uniformly distributed line load on a simple span of 6 m. Assume A992 steel. Calculate the TABLE G.2 SI units Mod. of Mod. of Coeff. of Thermal Clasticity Rigidity Ultimate Strength MPa Density kg/m K 10 Tensile Yield Expansion a Poisson's Ratio Strength F, ksi MPa MPa Material 10 x 10 Tens. Comp. Shear *10 Steel ASTM AS 785 207 83 250 400 117 025 or AS01 025 Steel high strengh low aloy) ASTM A992 207 83 345 450 117 Steel AISI 1020 7.85 207 793 210 380 117 025 hot rolled Steel AISI 1040 7.85 207 793 290 520 117 0.25 hotrolled Stainess seel 7.85 200 80 280 580 410 117 0.25 Cannealed) Cast iron gray) 721 103 41 140 550 220 106 0.26 Alumnum aloy 6061-16 264 70 28 240 260 190 236 0.33 Magnesium aloy 1.794 45 17 210 280 140 26.1 034 Tanum aloy 4.40 114 45 900 970 690 97 Brass roled) 8.56 97 41 340 410 340 187 034 Brone icast 8.56 83 34 170 230 390 182 035 Copper thand 881 103 41 280 380 260 167 035 dran) Concrete 2.40 21.5 21 99 020 Concrete 2.40 249 28 99 0.20 TABLE A2 SI units Designution mm xgm 10 10 10 10 m wi000 x 222 28.300 900 160 20 21.1 M00 381 800 963 636 58.2 wioo x 0 00 937 2130 419 366 7450 15900 18.000 454 2160 955 WS40 x 329 2.100 1 197 400 325 12,400 358 14.000 350 1740 912 W610 x 153 19500 622 140 229 249 1250 4000 254 4590 495 434 505 W610 x 113 14500 607 112 229 173 874 246 3280 343 48.8 WS30x 138 17000 549 147 213 236 310 221 320 467 WS30 x 101 12.900 S36 109 210 174 616 2290 218 2620 269 257 457 WS30 x 72 9000 523 889 206 109 399 209 1750 161 156 422 wa60 x 60 2610 456 8.00 152 133 255 1120 120 7.96 104 323

A W200x59 steel wide-flange section supports a uniformly distributed line load on a simple span of 6 m. Assume A992 steel. Calculate the TABLE G.2 SI units Mod. of Mod. of Coeff. of Thermal Clasticity Rigidity Ultimate Strength MPa Density kg/m K 10 Tensile Yield Expansion a Poisson's Ratio Strength F, ksi MPa MPa Material 10 x 10 Tens. Comp. Shear *10 Steel ASTM AS 785 207 83 250 400 117 025 or AS01 025 Steel high strengh low aloy) ASTM A992 207 83 345 450 117 Steel AISI 1020 7.85 207 793 210 380 117 025 hot rolled Steel AISI 1040 7.85 207 793 290 520 117 0.25 hotrolled Stainess seel 7.85 200 80 280 580 410 117 0.25 Cannealed) Cast iron gray) 721 103 41 140 550 220 106 0.26 Alumnum aloy 6061-16 264 70 28 240 260 190 236 0.33 Magnesium aloy 1.794 45 17 210 280 140 26.1 034 Tanum aloy 4.40 114 45 900 970 690 97 Brass roled) 8.56 97 41 340 410 340 187 034 Brone icast 8.56 83 34 170 230 390 182 035 Copper thand 881 103 41 280 380 260 167 035 dran) Concrete 2.40 21.5 21 99 020 Concrete 2.40 249 28 99 0.20 TABLE A2 SI units Designution mm xgm 10 10 10 10 m wi000 x 222 28.300 900 160 20 21.1 M00 381 800 963 636 58.2 wioo x 0 00 937 2130 419 366 7450 15900 18.000 454 2160 955 WS40 x 329 2.100 1 197 400 325 12,400 358 14.000 350 1740 912 W610 x 153 19500 622 140 229 249 1250 4000 254 4590 495 434 505 W610 x 113 14500 607 112 229 173 874 246 3280 343 48.8 WS30x 138 17000 549 147 213 236 310 221 320 467 WS30 x 101 12.900 S36 109 210 174 616 2290 218 2620 269 257 457 WS30 x 72 9000 523 889 206 109 399 209 1750 161 156 422 wa60 x 60 2610 456 8.00 152 133 255 1120 120 7.96 104 323

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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W840 x 329 A W200x59 steel wide-flange section supports a uniformly distributed line load on a simple span of 6 m. Assume A992 steel. Calculate the allowable load (kN/m). Neglect the weight of the beam. Use Fy=0.4 Fy TABLE G.2 Sl units Mod. of Mod. of Coeff. of Elasticity Rigidity G MPa х 103 Thermal Ultimate Strength Density kg/m х 10° Tensile Yield Еxpansion a m/m/C" x 10-6 Poisson's MPa Strength Fy ksi MPa Ratio Material х 10 Tens. Comp. Shear Steel ASTM A36 7.85 207 83 250 400 11.7 0.25 or A501 Steel (high-strength low-alloy) ASTM A992 7.85 207 83 345 450 11.7 0.25 Steel AISI 1020 7.85 207 79.3 210 380 11.7 0.25 hot-rolled Steel AISI 1040 hot-rolled 7.85 207 79.3 290 520 11.7 0.25 Stainless steel (annealed) 7.85 200 80 280 580 410 11.7 0.25 Cast iron (gray) 7.21 103 41 140 550 220 10.6 0.26 Aluminum alloy 2.64 70 28 240 260 190 23.6 0.33 6061-T6 Magnesium alloy 1.794 45 17 210 280 140 26.1 0.34 Titanium alloy 4.40 114 45 900 970 690 9.7 Brass (rolled) 8.56 97 41 340 410 340 18.7 0.34 Bronze (cast) 8.56 83 34 170 230 390 18.2 0.35 Copper (hard drawn) 8.81 103 41 280 380 260 16.7 0.35 Concrete 2.40 21.5 21 9.9 0.20 Concrete 2.40 24.9 28 9.9 0.20 TABLE A.2 Sl units Designation mm x kg/m by mm 2, x 10" mm 10mm 10 mm mm 10 mm 10 mm mm Wi000 x 222 28,300 970 16.0 298 21.1 4080 8410 381 9800 95.3 636 58.2 W920 x 390 49,800 937 21.30 419 36.6 7450 15,900 389 18,000 454 2160 95.5 42,100 861 19.7 32.5 5370 12,400 400 358 14,000 350 1740 91.2 W610 x 153 19,500 622 14.0 24.9 1250 4010 254 4590 49.5 434 50.5 229 W610 x 113 14,500 607 112 229 17.3 874 2880 246 3280 34.3 302 48.8 W530 x 138 17,600 549 14.7 213 23.6 862 3150 221 3620 38.7 362 46.7 W530 x 101 12,900 536 109 210 616 2290 218 2620 257 174 b16 26.9 457 W530 x 72 8.89 9100 523 206 10.9 200 399 1520 209 1750 161 156 42.2 W460 x 60 7610 455 800 152 133 255 1120 183 1280 7.95 104 32.3 W410 x 100 12,600 414 10.0 260 169 397 1920 177 2130 49.5 380 62.5 W360 x 110 14,100 361 11.4 257 19.9 331 1840 153 2060 55.8 436 63 W310 x 202 25,700 340 20.1 314 31.8 516 3060 142 3510 166 1050 80.3 W310 x 107 13,600 312 10.9 305 17.0 248 1600 135 1770 81.2 531 77.2 W310 x 97 12,300 307 991 305 15.4 222 1440 134 1590 72.4 477 76.7 W310 x 38.7 4940 310 5.84 165 9.65 84.9 547 131 610 7.2 87.5 38.4 W250 x 115 14,600 269 13.5 260 22.1 189 1410 114 1600 64.1 493 66 W250 x 73 9290 254 8.64 254 14.2 113 895 110 990 38.9 306 64.5
Transcribed Image Text:W840 x 329 A W200x59 steel wide-flange section supports a uniformly distributed line load on a simple span of 6 m. Assume A992 steel. Calculate the allowable load (kN/m). Neglect the weight of the beam. Use Fy=0.4 Fy TABLE G.2 Sl units Mod. of Mod. of Coeff. of Elasticity Rigidity G MPa х 103 Thermal Ultimate Strength Density kg/m х 10° Tensile Yield Еxpansion a m/m/C" x 10-6 Poisson's MPa Strength Fy ksi MPa Ratio Material х 10 Tens. Comp. Shear Steel ASTM A36 7.85 207 83 250 400 11.7 0.25 or A501 Steel (high-strength low-alloy) ASTM A992 7.85 207 83 345 450 11.7 0.25 Steel AISI 1020 7.85 207 79.3 210 380 11.7 0.25 hot-rolled Steel AISI 1040 hot-rolled 7.85 207 79.3 290 520 11.7 0.25 Stainless steel (annealed) 7.85 200 80 280 580 410 11.7 0.25 Cast iron (gray) 7.21 103 41 140 550 220 10.6 0.26 Aluminum alloy 2.64 70 28 240 260 190 23.6 0.33 6061-T6 Magnesium alloy 1.794 45 17 210 280 140 26.1 0.34 Titanium alloy 4.40 114 45 900 970 690 9.7 Brass (rolled) 8.56 97 41 340 410 340 18.7 0.34 Bronze (cast) 8.56 83 34 170 230 390 18.2 0.35 Copper (hard drawn) 8.81 103 41 280 380 260 16.7 0.35 Concrete 2.40 21.5 21 9.9 0.20 Concrete 2.40 24.9 28 9.9 0.20 TABLE A.2 Sl units Designation mm x kg/m by mm 2, x 10" mm 10mm 10 mm mm 10 mm 10 mm mm Wi000 x 222 28,300 970 16.0 298 21.1 4080 8410 381 9800 95.3 636 58.2 W920 x 390 49,800 937 21.30 419 36.6 7450 15,900 389 18,000 454 2160 95.5 42,100 861 19.7 32.5 5370 12,400 400 358 14,000 350 1740 91.2 W610 x 153 19,500 622 14.0 24.9 1250 4010 254 4590 49.5 434 50.5 229 W610 x 113 14,500 607 112 229 17.3 874 2880 246 3280 34.3 302 48.8 W530 x 138 17,600 549 14.7 213 23.6 862 3150 221 3620 38.7 362 46.7 W530 x 101 12,900 536 109 210 616 2290 218 2620 257 174 b16 26.9 457 W530 x 72 8.89 9100 523 206 10.9 200 399 1520 209 1750 161 156 42.2 W460 x 60 7610 455 800 152 133 255 1120 183 1280 7.95 104 32.3 W410 x 100 12,600 414 10.0 260 169 397 1920 177 2130 49.5 380 62.5 W360 x 110 14,100 361 11.4 257 19.9 331 1840 153 2060 55.8 436 63 W310 x 202 25,700 340 20.1 314 31.8 516 3060 142 3510 166 1050 80.3 W310 x 107 13,600 312 10.9 305 17.0 248 1600 135 1770 81.2 531 77.2 W310 x 97 12,300 307 991 305 15.4 222 1440 134 1590 72.4 477 76.7 W310 x 38.7 4940 310 5.84 165 9.65 84.9 547 131 610 7.2 87.5 38.4 W250 x 115 14,600 269 13.5 260 22.1 189 1410 114 1600 64.1 493 66 W250 x 73 9290 254 8.64 254 14.2 113 895 110 990 38.9 306 64.5
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