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RCC Structures Design

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

150 kg/cm²
Nil
200 kg/m²
75 kg/m²

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RCC Structures Design
If the maximum bending moment of a simply supported slab is M Kg.cm, the effective depth of the slab is (where Q is M.R. factor)

√(M/100Q)
M/100Q
√(M/Q)
M/10√Q

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

0.15 %
1
4 %
6

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RCC Structures Design
A foundation is called shallow if its depth, is

Equal to its width
One-fourth of its width
Half of its width
Three-fourth of its width

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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
30
35
45

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RCC Structures Design
In testing a pile by load test, pile platform is loaded with one and half times the design load and a maximum settlement is noted. The load is gradually removed and the consequent rebound is measured. For a safe pile, the net settlement (i.e. total settlement minus rebound) per tonne of test load should not exceed

25 mm
10 mm
20 mm
15 mm

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