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Theory of Structures

Theory of Structures
For beams breadth is constant,

Depth d
Depth d 3
Depth d 1/M
Depth d M

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Theory of Structures
A three hinged arch is generally hinged at its supports and

At the crown
None of these
At one quarter span
Anywhere in the rib

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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

ML/EI
ML²/3EI
ML²/2EI
ML/2EI

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Theory of Structures
The load on a spring per unit deflection, is called

Proof resilience
Stiffness
Proof load
Proof stress

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

6.25 t compressive
8.75 t tensile
t compressive
t tensile

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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

2.5 cm
2 cm
1 cm
1.5 cm

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