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RCC Structures Design

RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

35
40
25
30

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RCC Structures Design
In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as

A rib
A key
All listed here
A cut-off wall

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RCC Structures Design
The system in which high tensile alloy steel bars (silica manganese steel) are used as pre-stressing tendons, is known as

C.L. standard system
Freyssinet system
Magnel-Blaton system
Lee-McCall system

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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
A raft foundation is provided if its area exceeds the plan area of the building by

50 %
40 %
20 %
10 %

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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.

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

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