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Theory of Structures

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

Stiffness
Proof load
Proof resilience
Proof stress

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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

274 MN
294 MN
284 MN
264 MN

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Theory of Structures
The maximum deflection of a simply supported beam of span L, carrying an isolated load at the centre of the span; flexural rigidity being EI, is

WL3/24EL
WL3/8EL
WL3/48EL
WL3/3EL

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Theory of Structures
The stiffness of the close coil helical spring is

d4N/4D3n
d4N/8D3n
8D3N/d4n
4D3N/d4n

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Theory of Structures
A simply supported rolled steel joist 8 m long carries a uniformly distributed load over it span so that the maximum bending stress is 75 N/mm². If the slope at the ends is 0.005 radian and the value of E = 0.2 × 106 N/mm², the depth of the joist, is

300 mm
250 mm
200 mm
400 mm

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Theory of Structures
The area of the core of a column of cross sectional area A, is

(1/3) A
(1/12) A
(1/18) A
(1/6) A

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