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RCC Structures Design

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/Q)
M/10√Q
M/100Q

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RCC Structures Design
If permissible working stresses in steel and concrete are respectively 1400 kg/cm² and 80 kg/cm² and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, is

39 cm
40 cm
37 cm
38 cm

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RCC Structures Design
If d and n are the effective depth and depth of the neutral axis respectively of a singly reinforced beam, the lever arm of the beam, is

d - n/3
n
d + n/3
d

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RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.9
0.6
0.8
0.7

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RCC Structures Design
If the bearing capacity of soil is 10 tonnes/cm² and the projection of plain concrete footing from walls, is a cm, the depth D of footing is

D = 0.775 a²
D = 0.0775 a
D = 0.775 √a
D = 0.775 a

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RCC Structures Design
In a simply supported slab, alternate bars are curtailed at

1/7th of the span
1/5th of the span
1/4th of the span
1/6th of the span

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