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RCC Structures Design

RCC Structures Design
If diameter of a reinforcement bar is d, the anchorage value of the hook is

16d
4d
12d
8d

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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
The advantage of a concrete pile over a timber pile, is

No restriction on length
All of these
Higher bearing capacity
No decay due to termites

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RCC Structures Design
A pre-stressed rectangular beam which carries two concentrated loads W at L/3 from either end, is provided with a bent tendon with tension P such that central one-third portion of the tendon remains parallel to the longitudinal axis, the maximum dip h is

WL/4P
WL/3P
WL/P
WL/2P

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RCC Structures Design
High strength concrete is used in pre-stressed member

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

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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

30
35
45
40

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