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Theory of Structures

Theory of Structures
Gradually applied static loads do not change with time their

All of these
Point of application
Direction
Magnitude

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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 cm
2.5 cm
1 cm
1.5 cm

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Theory of Structures
A short column (30 cm × 20 cm) carries a load P 1 at 4 cm on one side and another load P2at 8 cm on the other side along a principal section parallel to longer dimension. If the extreme intensity on either side is same, the ratio of P1 to P2 will be

3/2
2/3
8/5
5/8

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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

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

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Theory of Structures
The locus of the moment of inertia about inclined axes to the principal axis, is

Parabola
Ellipse
Circle
Straight line

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

1.4
1.7
1.5
1.6

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