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RCC Structures Design

RCC Structures Design
If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

Zero
WR²/16
2WR²/16
3WR²/16

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RCC Structures Design
If jd is the lever arm and ΣO is the total perimeter of reinforcement of an R.C.C. beam, the bond stress at the section having Q shear force, is

2 × Q/jdƩO
Q/jdƩO
Q/3jdƩO
Q/2jdƩO

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RCC Structures Design
The load stress of a section can be reduced by

Replacing larger bars by greater number of small bars
Decreasing the lever arm
Replacing smaller bars by greater number of greater bars
Increasing the total perimeter of bars

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RCC Structures Design
In a pre-stressed member it is advisable to use

High strength concrete and high tensile steel
High strength concrete only
Low strength concrete but high tensile steel
Low strength concrete only

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RCC Structures Design
A foundation rests on

Both B and C
Sub-grade
Base of the foundation
Foundation soil

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RCC Structures Design
The ratio of the breadth to effective depth of a beam is kept

0.7
0.25
0.75
0.5

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