Structure Analysis II
Analysis of statically Indeterminate structures by the Force Method Part 3
Group work 1 Find Cy reaction for the following indeterminate structure with constant IE
Force Method: Truss Solve the following indeterminate truss
Member L N n NnL n2L AB 8 400 -0.8 -2560 5.12 DC AD 6 300 -0.6 -1080 2.16 BC BD 10 -500 1 -5000 AC -11200 34.56 Member n real Force AB -0.8 140.8 DC AD -0.6 105.6 BC -194.4 BD 1 -176 AC 324
Group work 2 Find the tension in rode AB (A = 4 in2) for the following indeterminate steel structure (E=29ksi)
Group work 3 Solve the following indeterminate truss
Group work 4 Solve the following indeterminate truss