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RCC Structures Design

RCC Structures Design
An R.C.C. column is treated as long if its slenderness ratio is greater than

35
30
50
40

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RCC Structures Design
If C is creep coefficient, f is original pre-stress in concrete, m is modular ratio, E is Young's modulus of steel and e is shrinkage strain, the combined effect of creep and shrinkage is:

(C - 1) mf + eE
(C - 1) mf - eE
(1 - C) mf + eE
(1 - C) mf - eE

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

Three times
Two times
Five times
Four times

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RCC Structures Design
If p1 is the vertical intensity of pressure at a depth h on a block of earth weighing w per unit volume and the angle of repose φ, the lateral intensity of pressure p2 is

wh (1 - sin φ)/(1 + sin φ)
w (1 - cos φ)/h (1 + sin φ)
wh (1 - cos φ)/(1 + sin φ)
wh (1 - tan φ)/(1 + tan φ)

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RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

45°
All listed here
40°
30°

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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

35
45
40
30

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