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RCC Structures Design

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

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

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RCC Structures Design
For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is

8.5
5.8
0.87
7.5

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RCC Structures Design
The width of the flange of a T-beam should be less than

One-third of the effective span of the T-beam
Distance between the centers of T-beam
Least of the above
Breadth of the rib plus twelve times the thickness of the slab

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RCC Structures Design
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

12 legged
6 legged
8 legged
10 legged

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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
Its own weight
Load of the surcharge, if any

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RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

16
8
12
10

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