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RCC Structures Design

RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

40
56
50
30

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

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RCC Structures Design
Though the effective depth of a T-beam is the distance between the top compression edge to the centre of the tensile reinforcement, for heavy loads, it is taken as

1/12th of the span
1/10th of the span
1/8th of the span
1/16th of the span

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RCC Structures Design
If K is a constant depending upon the ratio of the width of the slab to its effective span l, x is the distance of the concentrated load from the nearer support, bw is the width of the area of contact of the concentrated load measured parallel to the supported edge, the effective width of the slab be is

Kx (1 + x/l) + bw
Kx (1 - x/l) + bw
All listed here
K/x (1 + x/d) + bw

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RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam is

1.50 times the average
1.25 times the average
2.0 times the average
1.75 times the average

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RCC Structures Design
Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of

One-fourth the distance of projection
0.1 L from the centre edge of column
Half the distance of projection
0.1 L from the outer edge of column

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