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RCC Structures Design

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

All listed here
30°
40°
45°

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RCC Structures Design
Thickened part of a flat slab over its supporting column, is technically known as

Drop panel
Column head
None of these
Capital

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RCC Structures Design
The minimum number of main steel bars provided in R.C.C.

All listed here
Circular columns is 6
Rectangular columns is 4
Octagonal columns is 8

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RCC Structures Design
An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is

21.5 kg/cm²
7.6 kg/cm²
21.5 kg/cm²
8.3 kg/cm²

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RCC Structures Design
In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as

A rib
All listed here
A cut-off wall
A key

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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

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

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