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RCC Structures Design

RCC Structures Design
If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

0.5
0.6
0.7
0.4

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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
30
35

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RCC Structures Design
If the maximum dip of a parabolic tendon carrying tension P is h and the effective length of the pre-stressed beam is L, the upward uniform pressure will be

8hl/p²
8hp/l
8hl/p
8hp/l²

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RCC Structures Design
The live load to be considered for an accessible roof, is

75 kg/m³
150 kg/m²
Nil
200 kg/cm²

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

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

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RCC Structures Design
An under-reinforced section means

Steel provided is insufficient
Steel will yield first
Steel is provided at the underside only
Steel provided on one face only

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