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RCC Structures Design

RCC Structures Design
If d and n are the effective depth and depth of the neutral axis respectively of a singly reinforced beam, the lever arm of the beam, is

d + n/3
d
d - n/3
n

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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

100 cm
50 cm
200 cm
150 cm

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RCC Structures Design
The minimum head room over a stair must be

210 cm
230 cm
200 cm
205 cm

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RCC Structures Design
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

Simply supported beam
None of these
Cantilever beam
Continuous beam

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RCC Structures Design
The design of a retaining wall assumes that the retained earth

All listed here
Is not cohesive
Is dry
Is free from moisture

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

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