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RCC Structures Design

RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

4 m
5 m
6 m
3 m

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RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Vertical shear
Diagonal compression
Horizontal shear
Diagonal tension

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RCC Structures Design
If ‘H’ is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is

0.3 H
0.5 H
0.4 H
0.7 H

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

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RCC Structures Design
After pre-stressing process is completed, a loss of stress is due to

All of the listed here
Shrinkage of concrete
Creep of concrete
Elastic shortening of concrete

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

Drop panel
Column head
None of these
Capital

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