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Theory of Structures

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

2.5
2.34
1.34
1.5

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Theory of Structures
For the close coil helical spring of the maximum deflection is

8WD3n/d4N
2WD3n/d4N
4W²D3n/d4N
WD3n/d4N

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Theory of Structures
For determining the support reactions at A and B of a three hinged arch, points B and Care joined and produced to intersect the load line at D and a line parallel to the load line through A at D’. Distances AD, DD’ and AD’ when measured were 4 cm, 3 cm and 5 cm respectively. The angle between the reactions at A and B is

30°
45°
60°
90°

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Theory of Structures
The ratio of crippling loads of a column having both the ends fixed to the column having both the ends hinged, is

4
3
1
2

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Theory of Structures
A truss containing j joints and m members, will be a simple truss if

m = 3j – 2
j = 2m – 3
m = 2j – 3
j = 3m – 2

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Theory of Structures
A shaft subjected to a bending moment M and a torque T, experiences

Both A and B
Maximum shear stress = 16 T/πd³
Neither A nor B
Maximum bending stress = 32M/πd³

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