Check the adequacy of column AB for applied live load. Fy= 350Mpa W360x51: A= 6450mm2 rx= 148mm ry= 38.8mm d= 355mm b= 171mm ==11.6mm -=7.2mm A B 2m W36-X51 3m GookN/m (Live load) +7 3m

Determine the 2nd moment of inertia, shearing force in each bolt, and average shearing stress in the bolts.

Give me right solution according to the question

Rax Ray 3.5 Rbx Rby Cx Cy Pin kip Dx Dy Ex Rolkr Ey 25,2.5ft, 5 t

Тв d Tp (1) (2) TE (3) (4) 1A C D id L2 L3 L4 re FIGURE P6.14 gs ge A.

Designation Serial size 457x191 ■ Calculate the design tension resistance of the 457 × 191 × 67 UB. Given information from steel section table (assuming S275): Axis y-y cm³ 1296 67 Elastic modulus Wel Axis Z-Z cm³ 153 Mass per metre kg/m 67.1 Depth of section h mm 453.4 Width of section b mm 189.9 Plastic modulus Wpl Axis y-y cm³ 1471 Axis Z-Z cm³ 237 Thickness Thickness Root of web of flange radius tw tf mm r mm mm 8.5 12.7 Buckling parameter U 0.872 Torsional index X 37.9 10.2 Depth between fillets d mm 407.6 Ratios for local buckling Flange Web Cf/tf Cw/tw dm6 0.705 6.34 Warping Torsional constant lw constant IT cm4 37.1 48.0 Area of section cm² 85.5 Second moment of area Axis y-y cm4 29380 Axis Z-Z cm4 kNm 522 1452 Indicative values for S355 steel Mc.y.Rd Nb.z.Rd* for Lcr=3.5m kN 1600 Radius of gyration i Axis y-y cm 18.5 Axis Z-Z cm 4.12; Designation Serial size 67 457x191

Please provide the whole (not shortcut) and correct solution with figures. thank you  Given: x =175mm  Rivet Dia.=20mm y=200mm  Fy=248Mpa Fu=400 Mpa Bolt Dia.=22mm