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RCC Structures Design

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

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

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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

2 × Q/jdƩO
Q/3jdƩO
Q/jdƩO
Q/2jdƩO

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RCC Structures Design
The transverse reinforcements provided at right angles to the main reinforcement

Resist the temperature stresses
Distribute the load
Resist the shrinkage stress
All of these

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RCC Structures Design
If C is creep coefficient, f is original pre-stress in concrete, m is modular ratio, E is Young's modulus of steel and e is shrinkage strain, the combined effect of creep and shrinkage is:

(C - 1) mf + eE
(C - 1) mf - eE
(1 - C) mf - eE
(1 - C) mf + eE

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RCC Structures Design
The weight of a foundation is assumed as

12% of wall weight
10% of wall weight
7% of wall weight
5% of wall weight

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RCC Structures Design
Piles are usually driven by

Drop hammer
Diesel operated hammer
Single acting steam hammer
All listed here

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