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RCC Structures Design

RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

10 kg/cm²
25 kg/cm²
15 kg/cm²
20 kg/cm²

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RCC Structures Design
For stairs spanning l meters longitudinally between supports at the bottom and top of a flight carrying a load w per unit horizontal area, the maximum bending moment per metre width, is

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

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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

Q/3jdƩO
2 × Q/jdƩO
Q/jdƩO
Q/2jdƩO

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RCC Structures Design
If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is

(L/3) (1 - 5/qmax)
(L/2) (1 - 5/qmax)
(L/2) (1 - 2/qmax)
(L/2) (1 - 3/qmax)

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RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

12 mm
6 mm
22 mm
20 mm

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