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RCC Structures Design

RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

All listed here
Shrinkage stress
Load
Temperature stress

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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/jdƩO
Q/2jdƩO
2 × Q/jdƩO
Q/3jdƩO

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RCC Structures Design
The length of the straight portion of a bar beyond the end of the hook, should be at least

Twice the diameter
Thrice the diameter
Seven times the diameter
Four times the diameter

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RCC Structures Design
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

8 legged
6 legged
12 legged
10 legged

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RCC Structures Design
The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or

30 bar diameters
24 bar diameters
12 bar diameters
18 bar diameters

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RCC Structures Design
A pre-stressed rectangular beam which carries two concentrated loads W at L/3 from either end, is provided with a bent tendon with tension P such that central one-third portion of the tendon remains parallel to the longitudinal axis, the maximum dip h is

WL/3P
WL/4P
WL/P
WL/2P

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