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RCC Structures Design

RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

16
8
10
12

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RCC Structures Design
The live load to be considered for an accessible roof, is

150 kg/m²
200 kg/cm²
Nil
75 kg/m³

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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
d - n/3
n
d

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RCC Structures Design
For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is

0.87
5.8
8.5
7.5

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RCC Structures Design
If Sb, is the average bond stress on a bar of diameter ‘d’ subjected to maximum stress ‘t’, the length of the embedment ‘l’ is given by

l = dt/Sb
l = dt/4Sb
l = dt/2Sb
l = dt/3Sb

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RCC Structures Design
If d is the diameter of a bar, ft is allowable tensile stress and fb, is allowable bond stress, the bond length is given by

ft .d/4fb
(π/4). (ft .d/fb)
(π/4). (ft .d3/fb)
π ft .d²/fb

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