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RCC Structures Design

RCC Structures Design
The number of treads in a flight is equal to

None of these
Risers plus one
Risers minus one
Risers in the flight

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RCC Structures Design
If ‘H’ is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is

0.5 H
0.4 H
0.7 H
0.3 H

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RCC Structures Design
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

Supports
Mid span
Quarter span
Every section

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RCC Structures Design
With usual notations the depth of the neutral axis of a balanced section, is given by

mc/t = (d - n)/n
t/mc = (d + n)/n
t/mc = (d - n)/n
mc/t = n/(d - n)

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RCC Structures Design
The stresses developed in concrete and steel in reinforced concrete beam 25 cm width and 70 cm effective depth, are 62.5 kg/cm² and 250 kg/cm² respectively. If m = 15, the depth of its neutral axis is

35 cm
25 cm
30 cm
20 cm

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RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

4.5 m
4.0 m
4.1 m
4.7 m

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