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RCC Structures Design

RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

6 mm
5 mm
4 mm
7 mm

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RCC Structures Design
If the maximum dip of a parabolic tendon carrying tension P is h and the effective length of the pre-stressed beam is L, the upward uniform pressure will be

8hl/p
8hp/l
8hl/p²
8hp/l²

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RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

25 kg/cm²
15 kg/cm²
20 kg/cm²
10 kg/cm²

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RCC Structures Design
With usual notations the depth of the neutral axis of a balanced section, is given by

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

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RCC Structures Design
In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as

A cut-off wall
A rib
All listed here
A key

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RCC Structures Design
A singly reinforced beam has breadth b, effective depth d, depth of neutral axis n and critical neutral axis n?. If fc and ft are permissible compressive and tensile stresses, the moment to resistance of the beam, is

½ n₁ (1 - n₁/3) cbd²
Atft (d - n/3)
All listed here
bn (fc/2) (d - n/3)

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