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RCC Structures Design

RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.8
0.7
0.2
0.9

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RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

30°
45°
All listed here
40°

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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:

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

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RCC Structures Design
In a singly reinforced beam, if the permissible stress in concrete reaches earlier than that in steel, the beam section is called

Critical section
Over reinforced section
Under-reinforced section
Economic section

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RCC Structures Design
A pre-cast pile generally used, is

Square with corners chamfered
Octagonal
Square
Circular

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RCC Structures Design
If the size of a column is reduced above the floor, the main bars of the columns, are

Continued up
Stopped just below the floor level and separate lap bars provided
Bent inward at the floor level
All of the listed here

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