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RCC Structures Design

RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

4 mm
6 mm
7 mm
5 mm

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RCC Structures Design
High strength concrete is used in pre-stressed member

To provide high bond stresses
To overcome high bearing stresses developed at the ends
All listed here
To overcome bursting stresses at the ends

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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

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

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RCC Structures Design
If Sb, is the average bond stress on a bar of diameter ‘d’ subjected to maximum stress ‘t’, the length of the embedment ‘l’ is given by

l = dt/4Sb
l = dt/3Sb
l = dt/2Sb
l = dt/Sb

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RCC Structures Design
A very comfortable type of stairs is

Dog legged
Open newel
Geometrical
Straight

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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

0.2
0.7
0.9
0.8

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