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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

WI²/8
WI²/12
WI²/4
WI/2

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Theory of Structures
The ratio of maximum and average shear stresses on a rectangular section, is

2.5
1.5
1
1.25

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Theory of Structures
A steel rod of sectional area 250 sq. mm connects two parallel walls 5 m apart. The nuts at the ends were tightened when the rod was heated to 100°C. If steel = 0.000012/C°, Esteel = 0.2 MN/mm², the tensile force developed at a temperature of 50°C, is

150 N/mm²
80 N/mm²
100 N/mm 2
120 N/mm²

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

1.3
1.7
1.5
1.2

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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

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

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Theory of Structures
In the truss, the force in the member AC is

8.75 t tensile
6.25 t compressive
t tensile
t compressive

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