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RCC STRUCTURES DESIGN

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
In a slab, the pitch of the main reinforcement should not exceed its effective depth

Two times
Four times
Five times
Three times

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RCC Structures Design
If ‘A’ is the sectional area of a pre-stressed rectangular beam provided with a tendon pre-stressed by a force ‘P’ through its centroidal longitudinal axis, the compressive stress in concrete, is

P/A
P/2A
2A/P
A/P

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RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

8 cm to 10 cm
10 cm to 12 cm
6 cm to 7.5 cm
12 cm to 15 cm

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RCC Structures Design
The stresses developed in concrete and steel in reinforced concrete beam 25 cm width and 70 cm effective depth, are 62.5 kg/cm² and 250 kg/cm² respectively. If m = 15, the depth of its neutral axis is

35 cm
25 cm
30 cm
20 cm

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