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RCC Structures Design

RCC Structures Design
On piles, the drop must be at least

123 cm
80 cm
120 cm
124 cm

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at the centre and from other two points 0.15 L from either end ; the maximum hogging moment will be

WL²/90
WL²/60
WL²/15
WL²/30

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RCC Structures Design
‘P’ is the pre-stressed force applied to tendon of a rectangular pre-stressed beam whose area of cross section is ‘A’ and sectional modulus is ‘Z’. The minimum stress ‘f’ on the beam subjected to a maximum bending moment ‘M’ is

f = (P/A) - (M/6Z)
f = (P/'- (Z/M)
f = (P/A) - (M/Z)
f = (A/P) - (M/Z)

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RCC Structures Design
A ribbed slab is provided for

A plain ceiling
Acoustic insulation
All of these
Thermal insulation

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RCC Structures Design
If the loading on a pre-stressed rectangular beam, is uniformly distributed, the tendon to be provided should be.

Straight above centroidal axis
Parabolic with convexity upward
Parabolic with convexity downward
Straight below centroidal axis

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

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