Element 1 Element 2 400 kN.m В 2 m 2 m Figure. 1 Question 1 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. Determine the degree of static indeterminacy (DSI), i.e., the excess of unknown actions than the available number of equations of static equilibrium. 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. i. ii. ii.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Element 1
Element 2
400 kN.m
A
В
2 m
2 m
Figure. 1
Question 1
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.
Detemine the degree of static indeterminacy (DSI), i.e., the excess of unknown actions than
the available number of equations of static equilibrium.
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.
i.
ii.
ii.
Transcribed Image Text:Element 1 Element 2 400 kN.m A В 2 m 2 m Figure. 1 Question 1 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. Detemine the degree of static indeterminacy (DSI), i.e., the excess of unknown actions than the available number of equations of static equilibrium. 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. i. ii. ii.
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