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RCC Structures Design

RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

20 kg/cm²
10 kg/cm²
25 kg/cm²
15 kg/cm²

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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

25 cm
35 cm
20 cm
30 cm

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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
High strength concrete is used in pre-stressed member

To provide high bond stresses
To overcome bursting stresses at the ends
To overcome high bearing stresses developed at the ends
All listed here

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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

45
40
35
30

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RCC Structures Design
To ensure that the hogging bending moment at two points of suspension of a pile of length L equals the sagging moment at its centre, the distances of the points of suspension from either end, is

0.407 L
0.107 L
0.207 L
0.307 L

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