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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 free from moisture
Is dry
Is not cohesive

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RCC Structures Design
If jd is the lever arm and ΣO is the total perimeter of reinforcement of an R.C.C. beam, the bond stress at the section having Q shear force, is

Q/2jdƩO
Q/jdƩO
2 × Q/jdƩO
Q/3jdƩO

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RCC Structures Design
In a singly reinforced beam, the effective depth is measured from its compression edge to

Longitudinal central axis
Tensile edge
Tensile reinforcement
Neutral axis of the beam

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RCC Structures Design
In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are

10 legged
8 legged
12 legged
6 legged

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RCC Structures Design
According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is

15 kg/cm²
10 kg/cm²
5 kg/cm²
20 kg/cm²

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RCC Structures Design
The steel generally used in R.C.C. work, is

High tension steel
Mild steel
High carbon steel
Stainless

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