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Theory of Structures

Theory of Structures
A shaft is subjected to bending moment M and a torque T simultaneously. The ratio of the maximum bending stress to maximum shear stress developed in the shaft, is

M/T
2M/ T
T/M
2T/M

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Theory of Structures
A spring of mean radius 40 mm contains 8 action coils of steel (N = 80000 N/mm²), 4 mm in diameter. The clearance between the coils being 1 mm when unloaded, the minimum compressive load to remove the clearance, is

40 N
25 N
35 N
30 N

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

t compressive
6.25 t compressive
8.75 t tensile
t tensile

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Theory of Structures
The forces in the members of simple trusses, may be analysed by

Method of joints
Method of sections
Graphical method
All of these

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Theory of Structures
In a shaft, the shear stress is not directly proportional to

Angle of twist
Length of the shaft
Modulus of rigidity
Radius of the shaft

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Theory of Structures
A two hinged parabolic arch of span l and rise h carries a load varying from zero at the left end to ? per unit run at the right end. The horizontal thrust is

ωl²/8h
ωl²/4h
ωl²/16h
ωl²/12h

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