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Theory of Structures

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

L
S
2L
L/2

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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

/16
3 /16
2 /15
3 /8

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Theory of Structures
A simply supported beam which carries a uniformly distributed load has two equal overhangs. To have maximum B.M. produced in the beam least possible, the ratio of the length of the overhang to the total length of the beam, is

0.307
0.508
0.207
0.407

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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 moment of inertia of a triangular section (height h, base b) about its base, is

bh²/12
bh³/12
b²h/12
b³h/12

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Theory of Structures
For beams of uniform strength, if depth is constant,

Width b 1/M
Width b M 2
Width b M
Width b 3 M

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