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RCC Structures Design

RCC Structures Design
The minimum head room over a stair must be

210 cm
230 cm
200 cm
205 cm

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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

WL²/30
WL²/90
WL²/60
WL²/15

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RCC Structures Design
Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of

One-fourth the distance of projection
0.1 L from the centre edge of column
0.1 L from the outer edge of column
Half the distance of projection

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RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

11 mm
15 mm
12 mm
10 mm

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RCC Structures Design
If ‘A’ is the sectional area of a pre-stressed rectangular beam provided with a tendon pre-stressed by a force ‘P’ through its centroidal longitudinal axis, the compressive stress in concrete, is

P/2A
A/P
P/A
2A/P

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

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