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RCC Structures Design

RCC Structures Design
A flat slab is supported

On columns
On columns monolithically built with slab
On beams and columns
On beams

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

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RCC Structures Design
Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of

0.1 L from the outer edge of column
0.1 L from the centre edge of column
One-fourth the distance of projection
Half the distance of projection

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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
Thrice the diameter
Four times the diameter

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

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

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RCC Structures Design
‘P’ is the pre-stressed force applied to the tendon of a rectangular pre-stressed beam whose area of cross section is ‘A’ and sectional modulus is ‘Z’. The maximum stress ‘f’ in the beam, subjected to a maximum bending moment ‘M’, is

f = (A/P) + (M/Z)
f = (P/A) + (M/6Z)
f = (P/'+ (Z/M)
f = (P/A) + (M/Z)

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