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RCC Structures Design

RCC Structures Design
For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is

1
2
5
3

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RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam is

2.0 times the average
1.25 times the average
1.75 times the average
1.50 times the average

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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:

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

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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

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

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RCC Structures Design
In a cantilever retaining wall without a heel slab

Thickness of the stem is kept same throughout
Base slab is made 10 cm thicker than the stem
All listed here
Width of the base slab is kept 0.7 time the total height of the wall

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RCC Structures Design
An R.C.C beam of 25 cm width has a clear span of 5 metres and carries a U.D.L. of 2000 kg/m inclusive of its self weight. If the lever arm of the section is 45 cm., the beam is

Is safe with stirrups
Needs revision of the section
Is safe with stirrups and inclined members
Safe in shear

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