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RCC Structures Design

RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

8
12
16
10

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RCC Structures Design
The section of a reinforced beam where most distant concrete fibre in compression and tension in steel attains permissible stresses simultaneously, is called

All listed here
Economic section
Balanced section
Critical section

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RCC Structures Design
To ensure uniform pressure distribution, the thickness of the foundation, is

Increased gradually towards the edge
Decreased gradually towards the edge
Kept zero at the edge
Kept uniform throughout

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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

12 legged
10 legged
6 legged
8 legged

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RCC Structures Design
Piles are usually driven by

Diesel operated hammer
All listed here
Single acting steam hammer
Drop hammer

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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

300 cm
176 cm
236 cm
233 cm

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