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Theory of Structures

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
3 /16
2 /15
/16

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Theory of Structures
In case of a simply supported rectangular beam of span L and loaded with a central load W, the length of elasto-plastic zone of the plastic hinge, is

L/2
L/4
L/3
L/5

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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
WL/2AE
W²L/AE
WL/AE

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Theory of Structures
A close coil helical spring of mean diameter D consists of n coils of diameter d. If it carries an axial load W, the energy stored in the spring, is

4W²Dn/d4N
4WD²n/d4N
4W²D3n²/d4N
4W²D3n/d4N

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Theory of Structures
The shape factor of standard rolled beam section varies from

1.30 to 1.40
1.40 to 1.50
1.20 to 1.30
1.10 to 1.20

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Theory of Structures
The point of contraflexure is the point where

M. changes sign
M. is minimum
M. is maximum
S.F. is zero

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