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Theory of Structures

Theory of Structures
The maximum bending moment for a simply supported beam with a uniformly distributed load w/unit length, is

WI²/12
WI²/4
WI²/8
WI/2

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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
1.5 cm
1 cm

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Theory of Structures
The ratio of the area of cross-section of a circular section to the area of its core, is

14
15
16
11

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

Guest's or Trecas' theory
St. Venant's theory
Von Mises' theory
Rankine's theory

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Theory of Structures
The vertical reaction for the arch is

wa/l
wl/a
wa²/2l
wa/2l

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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

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

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