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RCC Structures Design

RCC Structures Design
Thickened part of a flat slab over its supporting column, is technically known as

None of these
Drop panel
Column head
Capital

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RCC Structures Design
If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as

wl28
wl212
wl24
wl210

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is

200 cm
100 cm
50 cm
150 cm

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RCC Structures Design
The radius of a bar bend to form a hook, should not be less than

Four times the diameter
Five times the diameter
Twice the diameter
Thrice the diameter

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RCC Structures Design
If p₁ and p₂ are effective lateral loadings at the bottom and top exerted by a level earth subjected to a super-load on the vertical face of height h of a retaining wall, the horizontal pressure p per unit length of the wall, is

(p₁ - p₂) ⅔h
[(p₁ + p₂)/4] h
[(p₁ - p₂)/2] h
[(p₁ + p₂)/2] h

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

4d
16d
12d
8d

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