The below figure shows an idealised centreline geometry and loading of a truss bridge. Use the flexibility method to cal

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The Below Figure Shows An Idealised Centreline Geometry And Loading Of A Truss Bridge Use The Flexibility Method To Cal 1 (48.27 KiB) Viewed 11 times

The below figure shows an idealised centreline geometry and loading of a truss bridge. Use the flexibility method to calculate all member forces and reaction forces. You may use computational software (ISA, Excel) to assist with developing your solution, but please include a written description to show all working and formulas. Also include a diagram showing your final results. Assume: · All connections are pin-jointed (hinged) 4 ● • All chord members (top and bottom) are 310 UB 46.2 I-Sections (A = 5930 mm²) All web and post members (middle) are 180 UB 22.2 I-sections (A = 2820 mm²) E=210 GPa, P= 60KN, L = 6m, H = 8m. 0 H P P. P P L L L L + L