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RCC Structures Design

RCC Structures Design
A very comfortable type of stairs is

Dog legged
Open newel
Straight
Geometrical

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RCC Structures Design
Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

h/3
h/4
h/2
2h/3

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

All listed here
Load
Shrinkage stress
Temperature stress

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is

100 cm
50 cm
150 cm
200 cm

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RCC Structures Design
A flat slab is supported

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

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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
10 legged
12 legged
6 legged

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