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RCC Structures Design

RCC Structures Design
If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as

wl212
wl28
wl24
wl210

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RCC Structures Design
In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are

10 legged
6 legged
8 legged
12 legged

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RCC Structures Design
Columns may be made of plain concrete if their unsupported lengths do not exceed their least lateral dimension

Five times
Two times
Four times
Three times

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RCC Structures Design
If jd is the lever arm and ΣO is the total perimeter of reinforcement of an R.C.C. beam, the bond stress at the section having Q shear force, is

2 × Q/jdƩO
Q/3jdƩO
Q/2jdƩO
Q/jdƩO

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RCC Structures Design
According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is

10 kg/cm²
20 kg/cm²
5 kg/cm²
15 kg/cm²

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RCC Structures Design
The horizontal portion of a step in a stairs case, is known as

Rise
Tread
Flight
Winder

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