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Theory of Structures

Theory of Structures
The forces in the members of simple trusses, may be analysed by

All of these
Method of joints
Graphical method
Method of sections

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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
A cantilever of length 2 cm and depth 10 cm tapers in plan from a width 24 cm to zero at its free end. If the modulus of elasticity of the material is 0.2 × 106 N/mm², the deflection of the free end, is

2 mm
4 mm
3 mm
5 mm

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Theory of Structures
A simply supported beam which carries a uniformly distributed load has two equal overhangs. To have maximum B.M. produced in the beam least possible, the ratio of the length of the overhang to the total length of the beam, is

0.207
0.508
0.307
0.407

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Theory of Structures
A cantilever of length ‘L’ is subjected to a bending moment ‘M’ at its free end. If EI is the flexural rigidity of the section, the deflection of the free end, is

ML²/2EI
ML/EI
ML²/3EI
ML/2EI

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

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

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