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RCC Structures Design

RCC Structures Design
The minimum head room over a stair must be

210 cm
200 cm
205 cm
230 cm

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RCC Structures Design
If a rectangular pre-stressed beam of an effective span of 5 meters and carrying a total load 3840 kg/m, is designed by the load balancing method, the central dip of the parabolic tendon should be

20 cm
5 cm
15 cm
10 cm

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RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

4.7 m
4.1 m
4.0 m
4.5 m

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RCC Structures Design
According to the steel beam theory of doubly reinforced beams

Compression is resisted by compression steel
Tension is resisted by tension steel
Stress in tension steel equals the stress in compression steel
All of the listed here

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RCC Structures Design
An R.C.C. roof slab is designed as a two way slab if

It supports live loads in both directions
The ratio of spans in two directions is less than 2
The slab is discontinuous at edges
The slab is continuous over two supports

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

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