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Theory of Structures

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

1.7
1.6
1.4
1.5

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Theory of Structures
The greatest load which a spring can carry without getting permanently distorted, is called

Proof stress
Proof resilience
Proof load
Stiffness

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

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

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Theory of Structures
section modulus of a square section of side B and that of a circular section of the ratio of the diameter D, is

3 /8
2 /15
3 /16
/16

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Theory of Structures
If a concrete column 200 × 200 mm in cross-section is reinforced with four steel bars of 1200 mm² total cross-sectional area. Calculate the safe load for the column if permissible stress in concrete is 5 N/mm² and Es is 15 Ec

294 MN
274 MN
284 MN
264 MN

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

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

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