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RCC Structures Design

RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

25
10
15
20

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is

200 cm
50 cm
150 cm
100 cm

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RCC Structures Design
If l₁ and l₂ are the lengths of long and short spans of a two way slab simply supported on four edges and carrying a load w per unit area, the ratio of the loads split into w₁ and w₂ acting on strips parallel to l₂ and l₁ is

w₁/w₂ = (l₂/l₁)⁴
w₁/w₂ = (l₂/l₁)²
w₁/w₂ = (l₂/l₁)³
w₁/w₂ = l₂/l₁

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

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

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

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RCC Structures Design
Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by

Marcus formula
Grashoff formula
Rankine formula
Rankine Grashoff formula

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