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RCC Structures Design

RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/25th of span
1/30th of span
1/20th of span
1/15th of span

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RCC Structures Design
A reinforced concrete cantilever beam is 3.6 m long, 25 cm wide and has its lever arm 40 cm. It carries a load of 1200 kg at its free end and vertical stirrups can carry 1800 kg. Assuming concrete to carry one-third of the diagonal tension and ignoring the weight of the beam, the number of shear stirrups required, is

40
45
30
35

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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

WL²/60
WL²/30
WL²/90
WL²/15

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RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

20 mm
6 mm
12 mm
22 mm

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RCC Structures Design
For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is

5.8
8.5
7.5
0.87

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RCC Structures Design
A singly reinforced concrete beam of 25 cm width and 70 cm effective depth is provided with 18.75 cm² steel. If the modular ratio (m) is 15, the depth of the neutral axis, is

30 cm
25 cm
20 cm
35 cm

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