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Theory of Structures

Theory of Structures
The shape factor of standard rolled beam section varies from

1.40 to 1.50
1.20 to 1.30
1.30 to 1.40
1.10 to 1.20

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Theory of Structures
A truss containing j joints and m members, will be a simple truss if

j = 3m – 2
m = 3j – 2
j = 2m – 3
m = 2j – 3

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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
8/5
2/3

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Theory of Structures
A composite beam is composed of two equal strips one of brass and other of steel. If the temperature is raised

Brass experiences compressive force
All of these
Composite beam gets subjected to a couple
Steel experiences tensile force

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

WI²/4
WI²/12
WI/2
WI²/8

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Theory of Structures
The equivalent length of a column of length L, having both the ends hinged, is

S
2L
L
L/2

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