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RCC Structures Design

RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

1
6
0.15 %
4 %

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RCC Structures Design
If depth of slab is 10 cm, width of web 30 cm, depth of web 50 cm, centre to centre distance of beams 3 m, effective span of beams 6 m, the effective flange width of the beam, is

100 cm
150 cm
200 cm
300 cm

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RCC Structures Design
If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as

wl28
wl212
wl24
wl210

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RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

5 mm
4 mm
7 mm
6 mm

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RCC Structures Design
The thickness of base slab of a retaining wall generally provided, is

One half of the width of the stem at the bottom
One-third of the width of the stem at the bottom
One fourth of the width of the steam at the bottom
Width of the stem at the bottom

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RCC Structures Design
The modular ratio ‘m’ of a concrete whose permissible compressive stress is ‘C’, may be obtained from the equation.

m = 2800/3C
m = 1400/3C
m = 3500/3C
m = 700/3C

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