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RCC Structures Design

RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

2.5
2
Less than 2.5
Less than 2

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RCC Structures Design
The width of the flange of a T-beam, which may be considered to act effectively with the rib depends upon

All of the listed here
Overall thickness of the rib
Centre to centre distance between T-beams
Breadth of the rib

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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 effective span of a simply supported slab, is

Distance between the centers of the bearings
Clear distance between the inner faces of the walls plus twice the thickness of the wall
None of these
Clear span plus effective depth of the slab

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RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

8 cm to 10 cm
10 cm to 12 cm
6 cm to 7.5 cm
12 cm to 15 cm

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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
wl210
wl24

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