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Theory of Structures

Theory of Structures
For beams breadth is constant,

Depth d
Depth d 1/M
Depth d 3
Depth d 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
The ratio of maximum and average shear stresses on a rectangular section, is

1.5
1.25
1
2.5

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Theory of Structures
Maximum shear stress theory for the failure of a material at the elastic limit, is known

Rankine's theory
Haig's theory
Guest's or Trecas' theory
St. Venant's theory

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Theory of Structures
At any point of a beam, the section modulus may be obtained by dividing the moment of inertia of the section by

Depth of the neutral axis
Maximum compressive stress at the section
Maximum tensile stress at the section
Depth of the section

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Theory of Structures
A steel bar 20 mm in diameter simply-supported at its ends over a total span of 40 cm carries a load at its centre. If the maximum stress induced in the bar is limited to N/mm², the bending strain energy stored in the bar, is

511 N mm
711 N mm
411 N mm
611 N mm

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