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Theory of Structures

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

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

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Theory of Structures
If a three hinged parabolic arch, (span l, rise h) is carrying a uniformly distributed load w/unit length over the entire span,

S.F. will be zero throughout
Horizontal thrust is wl2/8h
B.M. will be zero throughout
All of these

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

t compressive
8.75 t tensile
t tensile
6.25 t compressive

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Theory of Structures
For calculating the allowable stress of long columns σ0 = σy/n [1 - a (1/r)²]is the empirical formula, known as

Perry
Straight line formula
Parabolic formula
Rankine

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Theory of Structures
An isolated load W is acting at a distance a from the left hand support, of a three hinged arch of span 2l and rise h hinged at the crown, the horizontal reaction at the support, is

Wa/2h
Wa/h
2h/Wa
2W/ha

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Theory of Structures
For the close coil helical spring of the maximum deflection is

WD3n/d4N
2WD3n/d4N
8WD3n/d4N
4W²D3n/d4N

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