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Develop the flexibility matrix for the beam width respect to the coordinates shown in fig.

Subject:- Structural Analysis II

Title:- Flexibility Method

Difficulty:- Hard

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M-3 Analysis

Table :-

Part origin limit M1|M2|M3
AB A 0-4 -0.25x+1 -1x -0.25x
BC C 0-4 0 -1x -1

2) Flexibility Coefficient:-

f11=l0(M1)2EIdx

= 40(0.25x+1)2EIdx=1.33EI

f22=l0(M2)2EIdx

= 1EI40(1x)2dx+1EI40(1x)2dx=42.67EI

f33=l0(M3)2EIdx

= 1EI40(0.25x)2dx+1EI40(1)2dx=5.33EI

f12=f21=40(0.25x+1)(1x)EIdx

f12=f21=2.67EI

f13=f31=40(0.25x+1)(0.25x)EIdx

f13=f31=0.67EI

f23=f32=40(0.25x)(1x)EIdx+40(1x)(1)EI

f23=f32=13.33EI

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