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Theory of Structures

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

1.7
1.6
1.4
1.5

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Theory of Structures
An isolated load W is acting at a distance a from the left hand support, of a three hinged arch of span 2l and rise h hinged at the crown, the horizontal reaction at the support, is

Wa/2h
Wa/h
2h/Wa
2W/ha

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

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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

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

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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

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

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Theory of Structures
The stiffness of the close coil helical spring is

d4N/4D3n
4D3N/d4n
8D3N/d4n
d4N/8D3n

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