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RCC Structures Design

RCC Structures Design
If the average bending stress is 6 kg/cm² for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is

38 d
28 d
58 d
48 d

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RCC Structures Design
In a pre-stressed beam carrying an external load W with a bent tendon is having angle of inclination ? and pre-stressed load P. The net downward load at the centre is

W - P sin θ
W - P cos θ
W - 2P sin θ
W - 2P cos θ

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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/100Q)
M/10√Q
M/100Q
√(M/Q)

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RCC Structures Design
If diameter of a reinforcement bar is d, the anchorage value of the hook is

12d
4d
16d
8d

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RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/30th of span
1/15th of span
1/25th of span
1/20th of span

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RCC Structures Design
A singly reinforced concrete beam of 25 cm width and 70 cm effective depth is provided with 18.75 cm² steel. If the modular ratio (m) is 15, the depth of the neutral axis, is

20 cm
25 cm
30 cm
35 cm

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