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