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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
45°
30°
40°

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RCC Structures Design
If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment

WL/4
WL/8
WL/2
WL/6

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RCC Structures Design
A flat slab is supported

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

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RCC Structures Design
A raft foundation is provided if its area exceeds the plan area of the building by

20 %
10 %
50 %
40 %

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RCC Structures Design
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

Mid span
Supports
Every section
Quarter span

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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
All listed here
Load of the surcharge, if any
Its own weight

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