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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 allowable load (kN/m). Neglect the weight of the beam. Use Fy-0.4 Fy TABLE G.2 Sl units Mod, of Elasticity Rigidity G. MPa Coefl, of Thermal Expansion a Mod, of Ultinate Strength Density gim E MPa Poissen's Ratio Tensile Yieid MPa Strength

A W200x59 steel wide-flange section supports a uniformly distributed line load on a simple span of 6 m. Assume A992 steel. Calculate allowable load (kN/m). Neglect the weight of the beam. Use Fy-0.4 Fy TABLE G.2 Sl units Mod, of Elasticity Rigidity G. MPa Coefl, of Thermal Expansion a Mod, of Ultinate Strength Density gim E MPa Poissen's Ratio Tensile Yieid MPa Strength

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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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 allowable load (kN/m). Neglect the weight of the beam. Use Fy-0.4 Fy TABLE G.2 Sl units Mod, of Mod, of Coefl, of Elasticity Rigidity Thermal Tensile Yield Strength F, kai Ultimate Strength MPa Poisson's Ratio Expansion a Density im x 10 MPa x 10 MPa Material x 10 Tens. Comp, Shear x 10- Steel ASTM A36 7.85 207 83 250 400 11.7 025 or AS01 Steel (high-strength low aloy) ASTM A992 7.85 207 83 345 450 11.7 0.25 Steel AISI 1020 hot-rolled 785 207 793 210 380 11.7 0.25 Steel AISI 1040 hot-rolled 7,85 207 79.3 290 520 11.7 0.25 Stairless steel 7 85 200 80 280 580 410 11.7 0.25 (annealed) EA Cast iron (gray) 7.21 103 41 140 560 220 10.6 0.26 Aluminum aloy 6061-T6 2.64 70 28 240 260 190 23.6 0.33 Magnesaum aloy 1.794 45 17 210 280 140 26.1 0.34 Ttanium alloy 4.40 114 45 900 970 690 9.7 Brass (roled) 8.56 97 41 340 410 340 18.7 0.34 Bronze (cast) 8.56 83 34 170 230 390 182 0.35 Copper (hard drawn) Shear 8.81 103 41 280 380 260 16.7 0.35 Concrete 2.40 215 21 99 0.20 Concrete 2.40 249 99 0.20
Transcribed Image Text: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 Coefl, of Elasticity Rigidity Thermal Tensile Yield Strength F, kai Ultimate Strength MPa Poisson's Ratio Expansion a Density im x 10 MPa x 10 MPa Material x 10 Tens. Comp, Shear x 10- Steel ASTM A36 7.85 207 83 250 400 11.7 025 or AS01 Steel (high-strength low aloy) ASTM A992 7.85 207 83 345 450 11.7 0.25 Steel AISI 1020 hot-rolled 785 207 793 210 380 11.7 0.25 Steel AISI 1040 hot-rolled 7,85 207 79.3 290 520 11.7 0.25 Stairless steel 7 85 200 80 280 580 410 11.7 0.25 (annealed) EA Cast iron (gray) 7.21 103 41 140 560 220 10.6 0.26 Aluminum aloy 6061-T6 2.64 70 28 240 260 190 23.6 0.33 Magnesaum aloy 1.794 45 17 210 280 140 26.1 0.34 Ttanium alloy 4.40 114 45 900 970 690 9.7 Brass (roled) 8.56 97 41 340 410 340 18.7 0.34 Bronze (cast) 8.56 83 34 170 230 390 182 0.35 Copper (hard drawn) Shear 8.81 103 41 280 380 260 16.7 0.35 Concrete 2.40 215 21 99 0.20 Concrete 2.40 249 99 0.20
TABLE A.2 Sl units 4,x 10 mm by Designation mm x kglm 10 mm 10 mm mm mm mm 10 mm 10 mm mm mm mm 8410 381 9800 95.3 636 58.2 W1000 x 222 28,300 970 16.0 49,800 937 21.30 298 21.1 4080 419 36.6 7450 15,900 389 18.000 454 2160 95.5 W920 x 390 400 32.5 5370 12,400 358 14,000 350 1740 91.2 W840 x 329 42,100 861 19.7 19,500 622 14.0 229 24.9 1250 4010 254 4590 49.5 434 50.5 W610 x 153 14,500 607 229 17.3 874 2880 246 3280 34.3 302 48.8 W610 x 113 11.2 17,600 549 213 23.6 862 3150 221 3620 38.7 362 6.7 W530 x 138 14.7 W530 x 101 12,900 536 109 210 17.4 616 2290 218 2620 26.9 257 45.7 W530 x 72 9100 523 8.89 206 10.9 399 1520 209 1750 16.1 156 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 11.4 257 199 331 1840 153 2060 55.8 436 63 W310 x 202 25,700 340 20.1 314 318 516 3050 142 3510 166 1050 80.3 W310 x 107 13,600 312 10.9 305 17.0 248 1600 135 1770 812 531 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 9.65 849 547 131 610 72 87.5 38.4 W250 x 115 14,600 209 135 260 22.1 189 1410 114 1600 641 493 66 W250 x 73 9290 254 8,64 254 14.2 113 895 110 990 38.9 306 64.5 W200x 59 7550 210 914 206 14.2 60.8 582 89.7 652 204 200 51.8 W150 x 24 3060 160 660 102 10.3 13.4 167 66 192 I 84 361 24.6 Fange and web thcknesses may vary du ts mill soling practices
Transcribed Image Text:TABLE A.2 Sl units 4,x 10 mm by Designation mm x kglm 10 mm 10 mm mm mm mm 10 mm 10 mm mm mm mm 8410 381 9800 95.3 636 58.2 W1000 x 222 28,300 970 16.0 49,800 937 21.30 298 21.1 4080 419 36.6 7450 15,900 389 18.000 454 2160 95.5 W920 x 390 400 32.5 5370 12,400 358 14,000 350 1740 91.2 W840 x 329 42,100 861 19.7 19,500 622 14.0 229 24.9 1250 4010 254 4590 49.5 434 50.5 W610 x 153 14,500 607 229 17.3 874 2880 246 3280 34.3 302 48.8 W610 x 113 11.2 17,600 549 213 23.6 862 3150 221 3620 38.7 362 6.7 W530 x 138 14.7 W530 x 101 12,900 536 109 210 17.4 616 2290 218 2620 26.9 257 45.7 W530 x 72 9100 523 8.89 206 10.9 399 1520 209 1750 16.1 156 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 11.4 257 199 331 1840 153 2060 55.8 436 63 W310 x 202 25,700 340 20.1 314 318 516 3050 142 3510 166 1050 80.3 W310 x 107 13,600 312 10.9 305 17.0 248 1600 135 1770 812 531 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 9.65 849 547 131 610 72 87.5 38.4 W250 x 115 14,600 209 135 260 22.1 189 1410 114 1600 641 493 66 W250 x 73 9290 254 8,64 254 14.2 113 895 110 990 38.9 306 64.5 W200x 59 7550 210 914 206 14.2 60.8 582 89.7 652 204 200 51.8 W150 x 24 3060 160 660 102 10.3 13.4 167 66 192 I 84 361 24.6 Fange and web thcknesses may vary du ts mill soling practices
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