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Theory of Structures

Theory of Structures
The ratio of circumferential stress to the longitudinal stress in the walls of a cylindrical shell, due to flowing liquid, is

½
1
2
1½

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Theory of Structures
a uniform circular bar of diameter d and length , which extends by an The deflection of amount under a tensile pull , when it carries the same load at its mid-span, is

ee²l/3d²
el/2d
e²l²/3d²
el²/3d²

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Theory of Structures
If E, N, K and 1/m are modulus of elasticity, modulus of rigidity. Bulk modulus and Poisson ratio of the material, the following relationship holds good

(3/2)K (1 – 2/m) = N (1 + 1/m)
All of these
E = 3K (1 – 2/m)
E = 2N (1 + 1/m)

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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
284 MN
264 MN
294 MN

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

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

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

b³h/12
bh³/12
bh²/12
b²h/12

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