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RCC Structures Design

RCC Structures Design
On piles, the drop must be at least

80 cm
124 cm
120 cm
123 cm

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

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

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

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

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RCC Structures Design
Distribution of shear intensity over a rectangular section of a beam, follows:

A circular curve
An elliptical curve
A parabolic curve
A straight line

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RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.6
0.9
0.7
0.8

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RCC Structures Design
In a pre-stressed member it is advisable to use

High strength concrete only
High strength concrete and high tensile steel
Low strength concrete but high tensile steel
Low strength concrete only

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