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RCC Structures Design

RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Horizontal shear
Diagonal compression
Vertical shear
Diagonal tension

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

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

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RCC Structures Design
If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is

(L/2) (1 - 2/qmax)
(L/3) (1 - 5/qmax)
(L/2) (1 - 3/qmax)
(L/2) (1 - 5/qmax)

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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
Seven times the diameter
Four times the diameter
Thrice the diameter

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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/P
WL/4P
WL/2P

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RCC Structures Design
The diameter of the column head support a flat slab, is generally kept

4.0 cm larger than the diameter of the column
0.25 times the diameter of the column
5.0 cm larger than the diameter of the column
0.25 times the span length

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