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RCC Structures Design

RCC Structures Design
On piles, the drop must be at least

123 cm
80 cm
124 cm
120 cm

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RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

45
50
55
40

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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/3Sb
l = dt/2Sb

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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
d - n/3
d + n/3
n

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RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

Load
Temperature stress
All listed here
Shrinkage stress

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RCC Structures Design
For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

15
25
20
10

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