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RCC Structures Design

RCC Structures Design
The Young's modulus of elasticity of steel, is

200 KN/mm²
150 KN/mm²
275 KN/mm²
250 KN/mm²

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RCC Structures Design
The width of the flange of a L-beam, should be less than

Breadth of the rib + four times thickness of the slab
One-sixth of the effective span
Least of the above
Breadth of the rib + half clear distance between ribs

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RCC Structures Design
A pre-stressed rectangular beam which carries two concentrated loads W at L/3 from either end, is provided with a bent tendon with tension P such that central one-third portion of the tendon remains parallel to the longitudinal axis, the maximum dip h is

WL/P
WL/4P
WL/2P
WL/3P

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RCC Structures Design
If the maximum bending moment of a simply supported slab is M Kg.cm, the effective depth of the slab is (where Q is M.R. factor)

M/10√Q
√(M/Q)
√(M/100Q)
M/100Q

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RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

Strip
Raft
Footing
Strap

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RCC Structures Design
By over-reinforcing a beam, the moment of resistance can be increased not more than

15 %
10 %
25 %
20 %

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