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RCC Structures Design

RCC Structures Design
A flat slab is supported

On beams and columns
On columns monolithically built with slab
On beams
On columns

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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:

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

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RCC Structures Design
In a slab, the pitch of the main reinforcement should not exceed its effective depth

Two times
Three times
Four times
Five times

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RCC Structures Design
If the average bending stress is 6 kg/cm² for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is

28 d
38 d
58 d
48 d

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RCC Structures Design
An R.C.C. roof slab is designed as a two way slab if

The ratio of spans in two directions is less than 2
The slab is continuous over two supports
The slab is discontinuous at edges
It supports live loads in both directions

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RCC Structures Design
Pick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional to

Distance of the C.G. of the area from its neutral axis
Shear force
Moment of the beam section about its neutral axis
Area of the section

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