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RCC Structures Design

RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

4 m
5 m
6 m
3 m

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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
w₁/w₂ = (l₂/l₁)³

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RCC Structures Design
Steel bars are generally connected together to get greater length than the standard length by providing

All listed here
Hooked splice
Dowel splice
Straight bar splice

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RCC Structures Design
Enlarged head of a supporting column of a flat slab is technically known as

Drop panel
Top of the column
Capital
Supporting end of the column

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RCC Structures Design
A reinforced concrete cantilever beam is 3.6 m long, 25 cm wide and has its lever arm 40 cm. It carries a load of 1200 kg at its free end and vertical stirrups can carry 1800 kg. Assuming concrete to carry one-third of the diagonal tension and ignoring the weight of the beam, the number of shear stirrups required, is

40
35
45
30

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RCC Structures Design
If diameter of a reinforcement bar is d, the anchorage value of the hook is

4d
8d
16d
12d

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