Structure Analysis II.

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Presentation transcript:

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