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RCC Structures Design

RCC Structures Design
The weight of a foundation is assumed as

10% of wall weight
5% of wall weight
7% of wall weight
12% of wall weight

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

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RCC Structures Design
If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

0.5
0.7
0.6
0.4

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RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

35°
45°
25°
55°

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RCC Structures Design
The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is

230 kg/cm²
260 kg/cm²
190 kg/cm²
1400 kg/cm²

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at the centre and from other two points 0.15 L from either end ; the maximum hogging moment will be

WL²/15
WL²/60
WL²/30
WL²/90

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