The Structure Shown In Fig 1 Is Fixed At Node A And Constrained With Roller Support At Node B The Structure Is Subject 1 (23 KiB) Viewed 71 times
The Structure Shown In Fig 1 Is Fixed At Node A And Constrained With Roller Support At Node B The Structure Is Subject 2 (11.71 KiB) Viewed 71 times
The structure shown in Fig. 1 is fixed at Node A and constrained with roller support at Node B. The structure is subjected to concentrated moments at Node C. Assume El is constant. i. Determine the degree of static indeterminacy (DSI), i.e., the excess of unknown actions than the available number of equations of static equilibrium. ii. Find the reaction at support B using the flexibility (force) method of analysis. Draw the shear force diagram (SFD) and bending moment diagram (BMD) showing all the peak values. (Refer to online lecture slides for the integration table)
A Element 1 2 m B Figure. 1 Element 2 2m 400 kN.m
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