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RCC Structures Design

RCC Structures Design
The weight of a foundation is assumed as

5% of wall weight
10% of wall weight
12% of wall weight
7% of wall weight

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RCC Structures Design
In a doubly-reinforced beam if ‘c’ and ‘t’ are stresses in concrete and tension reinforcement, ‘d’ is the effective depth and ‘n’ is depth of critical neutral axis, the following relationship holds good

mc/t = (d - n)/t
(m + c)/t = n/(d + n)
(t + c)/n = (d + n)/n
mc/t = n/(d - n)

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RCC Structures Design
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

Cantilever beam
Continuous beam
None of these
Simply supported beam

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

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RCC Structures Design
A flat slab is supported

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

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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/6
WL/8
WL/2
WL/4

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