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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
0.3 H
0.4 H

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RCC Structures Design
The ratio of the breadth to effective depth of a beam is kept

0.75
0.5
0.7
0.25

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RCC Structures Design
If jd is the lever arm and ΣO is the total perimeter of reinforcement of an R.C.C. beam, the bond stress at the section having Q shear force, is

Q/2jdƩO
Q/3jdƩO
2 × Q/jdƩO
Q/jdƩO

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RCC Structures Design
If the width of the foundation for two equal columns is restricted, the shape of the footing generally adopted, is

Square
Triangular
Trapezoidal
Rectangular

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RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

12 cm to 15 cm
8 cm to 10 cm
5 cm to 8 cm
3 cm to 5 cm

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RCC Structures Design
The design of heel slab of a retaining wall is based on the maximum bending moment due to:

Weight of the soil above it
All listed here
Load of the surcharge, if any
Its own weight

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