plz need help TABLE G.2 SI unitsMod. ofElasticityMod. ofCoeff. ofRigidityThermalUltimate StrengthMPaExpansion am/m/C°x 10-6Poisson'sDensitykg/m3× 10³EGTensile YieldMPaMPaStrengthFy ksiRatioMaterialх 103x 103Tens.Comp.Shear250Steel ASTM A36or A5017.852078340011.70.25Steel (high-strengthlow-alloy) ASTMA9927.852078334545011.70.25Steel AISI 10207.8520779.321038011.70.25hot-rolledSteel AISI 10407.8520779.329052011.70.25hot-rolledStainless steel(annealed)7.852008028058041011.70.25Cast iron (gray)7.211034114055022010.60.26Aluminum alloy6061-T62.64702824026019023.60.33Magnesium alloy1.794451721028014026.10.34Titanium alloy4.40114459009706909.7Brass (rolled)8.56974134041034018.70.34Bronze (cast)8.56833417023039018.20.35Copper (harddrawn)8.811034128038026016.70.35Concrete2.4021.5219.90.20Concrete2.4024.9289.90.20TABLE A.2 SI unitsDesignationmm x kg/mZ, x 10³mm3Atw106 mm4103 mm3Iy106 mm4S,103 mm3mm2mmmmmmmmmmmmw1000 x 22228,300 97016.029821.140808410381980095.363658.2W920 x 39049,80093721.3041936.6745015,90038918,000454216095.5W840 x 32942,10086119.740032.5537012,40035814,000350174091.2W610 x 15319,50062214.022924.912504010254459049.543450.5W610 × 11314,50060711.222917.38742880246328034.330248.8W530 x 13817,60054914.721323.68623150221362038.736246.7W530 x 10112,90053610.921017.46162290218262026.925745.7W530 x 7291005238.8920610.93991520209175016.115642.2W460 x 6076104558.0015213.3255112018312807.9510432.3W410 x 10012,60041410.026016.93971920177213049.538062.5W360 × 11014,100 36111.425719.93311840153206055.843663W310 x 20225,70034020.131431.851630501423510166105080.3W310 x 10713,60031210.930517.02481600135177081.253177.2W310 x 9712,3003079.9130515.42221440134159072.447776.7W310 x 38.749403105.841659.6584.95471316107.287.538.4W250 x 11514,60026913.526022.11891410114160064.149366W250 x 7392902548.6425414.211389511099038.930664.5W200 x 5975502109.1420614.260.858289.765220.420051.8W150 x 2430601606.6010210.313.4167661921.8436.124.6"Flange and web thicknesses may vary due to mill rolling practices. 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 ofthe beam. Use Fv=0.4 Fy

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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

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

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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