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RCC Structures Design

RCC Structures Design
If ‘H’ is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is

0.5 H
0.7 H
0.4 H
0.3 H

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RCC Structures Design
The width of the rib of a T-beam, is generally kept between

1/2 to 3/4 of rib depth
1/7 to 1/3 of rib depth
1/3 to 2/3 of rib depth
1/3 to 1/2 of rib depth

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RCC Structures Design
If the maximum bending moment of a simply supported slab is M Kg.cm, the effective depth of the slab is (where Q is M.R. factor)

√(M/Q)
M/100Q
M/10√Q
√(M/100Q)

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RCC Structures Design
A flat slab is supported

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

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RCC Structures Design
The effective width of a column strip of a flat slab, is

Half the width of the panel
One-fourth the width of the panel
Diameter of the column
Radius of the column

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RCC Structures Design
In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are

10 legged
6 legged
12 legged
8 legged

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