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Theory of Structures

Theory of Structures
The maximum deflection due to a load W at the free end of a cantilever of length L and having flexural rigidity EI, is

WL²/3EI
WL3/3EI
WL3/2EI
WL²/2EI

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Theory of Structures
A body is said to be in equilibrium if

It moves vertically
It moves horizontally
None of these
It rotates about its C.G.

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Theory of Structures
The equivalent length of a column of length L, having both the ends hinged, is

2L
S
L/2
L

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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

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

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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

264 MN
274 MN
284 MN
294 MN

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Theory of Structures
P = 4π² EI/L² is the equation of Euler's crippling load if

Both the ends are hinged
One end is fixed and other end is free
Both the ends are fixed
One end is fixed and other end is hinged

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