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RCC Structures Design

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

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

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RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

10 kg/cm²
15 kg/cm²
20 kg/cm²
25 kg/cm²

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

5 m
3 m
6 m
4 m

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RCC Structures Design
If R and T are rise and tread of a stair spanning horizontally, the steps are supported by a wall on one side and by a stringer beam on the other side, the steps are designed as beams of width

R + T
√(R² + T²)
T - R
R - T

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RCC Structures Design
An R.C.C. roof slab is designed as a two way slab if

It supports live loads in both directions
The slab is continuous over two supports
The ratio of spans in two directions is less than 2
The slab is discontinuous at edges

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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

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

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