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Theory of Structures

Theory of Structures
In plastic analysis, the shape factor for a triangular section, is

1.5
2.34
1.34
2.5

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Theory of Structures
In the truss, the force in the member AC is

6.25 t compressive
t tensile
8.75 t tensile
t compressive

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Theory of Structures
The equivalent length of a column of length L, having both the ends hinged, is

L/2
2L
S
L

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Theory of Structures
A bar L metre long and having its area of cross-section A, is subjected to a gradually applied tensile load W. The strain energy stored in the bar is

W²L/2AE
W²L/AE
WL/2AE
WL/AE

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Theory of Structures
The vertical reaction for the arch is

wl/a
wa/l
wa²/2l
wa/2l

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Theory of Structures
A simply supported beam carries varying load from zero at one end and w at the other end. If the length of the beam is a, the maximum bending moment will be

wa²/27
w²a
wa²
wa/27

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