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RCC Structures Design

RCC Structures Design
The weight of reinforced concrete, is generally taken as

2500 kg/m³
2300 kg/m³
2400 kg/m³
2200 kg/m³

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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/4
WL/2

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RCC Structures Design
Design of R.C.C. cantilever beams, is based on the resultant force at

Mid span
Free end
Mid span and fixed support
Fixed end

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RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

4.0 m
4.7 m
4.1 m
4.5 m

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RCC Structures Design
A foundation rests on

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

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

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

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