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RCC Structures Design

RCC Structures Design
A very comfortable type of stairs is

Geometrical
Open newel
Dog legged
Straight

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RCC Structures Design
[A + (m - 1)ASC] known as equivalent concrete area of R.C.C. is given by

Load factor method
None of these
Ultimate load method
Modular ratio method

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

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

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RCC Structures Design
An R.C.C. roof slab is designed as a two way slab if

The ratio of spans in two directions is less than 2
The slab is discontinuous at edges
It supports live loads in both directions
The slab is continuous over two supports

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RCC Structures Design
If d is the diameter of a bar, ft is allowable tensile stress and fb, is allowable bond stress, the bond length is given by

π ft .d²/fb
(π/4). (ft .d3/fb)
ft .d/4fb
(π/4). (ft .d/fb)

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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
10 legged
8 legged

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