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Theory of Structures

Theory of Structures
In plastic analysis, the shape factor for a triangular section, is

2.34
1.5
2.5
1.34

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Theory of Structures
The ratio of the length and diameter of a simply supported uniform circular beam which experiences maximum bending stress equal to tensile stress due to same load at its mid span, is

1/8
1/3
1/4
1/2

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

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

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Theory of Structures
H V are the algebraic sums of the forces resolved horizontally and vertically respectively, M is the algebraic sum of the moments of forces about any point, for the equilibrium of the body acted upon

H = 0
V = 0
M = 0
All of these

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Theory of Structures
A steel rod 1 metre long having square cross section is pulled under a tensile load of 8 tonnes. The extension in the rod was 1 mm only. If Esteel = 2 × 106 kg/cm², the side of the rod, is

2.5 cm
2 cm
1.5 cm
1 cm

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Theory of Structures
Stress may be expressed in Newtons

None of these
Per centimetre square (N/cm²)
Per metre square (N/m2)
Per millimetre square (N/mm²)

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