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RCC Structures Design

RCC Structures Design
If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least

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

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RCC Structures Design
The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is

230 kg/cm²
1400 kg/cm²
190 kg/cm²
260 kg/cm²

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RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

20 cm
30 cm
75 cm
40 cm

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RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

Less than 2.5
2
2.5
Less than 2

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RCC Structures Design
The neutral axis of a T-beam exists

Below the slab
All listed here
At the bottom edge of the slab
Within the flange

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RCC Structures Design
In a doubly-reinforced beam if ‘c’ and ‘t’ are stresses in concrete and tension reinforcement, ‘d’ is the effective depth and ‘n’ is depth of critical neutral axis, the following relationship holds good

(t + c)/n = (d + n)/n
(m + c)/t = n/(d + n)
mc/t = n/(d - n)
mc/t = (d - n)/t

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