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RCC Structures Design

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

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

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RCC Structures Design
In a cantilever retaining wall without a heel slab

All listed here
Width of the base slab is kept 0.7 time the total height of the wall
Thickness of the stem is kept same throughout
Base slab is made 10 cm thicker than the stem

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RCC Structures Design
For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is

1
3
2
5

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RCC Structures Design
The number of treads in a flight is equal to

Risers minus one
Risers plus one
Risers in the flight
None of these

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

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

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 16 m effective span is 10 kg/cm², the length of the beam having nominal reinforcement, is

10 cm
6 cm
12 cm
8 cm

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