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RCC Structures Design

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

Rectangular
Triangular
Trapezoidal
Square

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RCC Structures Design
The neutral axis of a T-beam exists

All listed here
At the bottom edge of the slab
Below the slab
Within the flange

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RCC Structures Design
A simply supported beam 6 m long and of effective depth 50 cm, carries a uniformly distributed load 2400 kg/m including its self weight. If the lever arm factor is 0.85 and permissible tensile stress of steel is 1400 kg/cm², the area of steel required, is

16 cm²
15 cm²
14 cm²
17 cm²

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

6 legged
10 legged
12 legged
8 legged

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RCC Structures Design
An intermediate T-beam reinforced with two layers of tensile steel with clear cover 13 cm encased with the floor of a hall 12 meters by 7 meters, is spaced at 3 meters from adjoining beams and if the width of the beam is 20 cm, the breadth of the flange is

233 cm
300 cm
176 cm
236 cm

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

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

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