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RCC Structures Design

RCC Structures Design
If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

0.7
0.4
0.6
0.5

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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

0.4 H
0.5 H
0.3 H
0.7 H

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RCC Structures Design
The amount of reinforcement for main bars in a slab, is based upon

Minimum bending moment
Maximum bending moment
Minimum shear force
Maximum shear force

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

12 legged
10 legged
6 legged
8 legged

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RCC Structures Design
The minimum number of main steel bars provided in R.C.C.

All listed here
Octagonal columns is 8
Circular columns is 6
Rectangular columns is 4

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RCC Structures Design
A part of the slab may be considered as the flange of the T-beam if

It is built integrally with the beam
All of the listed here
It is effectively bonded together with the beam
Flange has adequate reinforcement transverse to beam

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