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RCC Structures Design

RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.7
0.9
0.2
0.8

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RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.7
0.8
0.9
0.6

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RCC Structures Design
The minimum thickness of a flat slab is taken

L/36 for end panels without drops
All listed here
L/32 for end panels without drops
L/36 for interior panels without drop

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RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

4 %
1
6
0.15 %

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RCC Structures Design
If p₁ and p₂ are effective lateral loadings at the bottom and top exerted by a level earth subjected to a super-load on the vertical face of height h of a retaining wall, the horizontal pressure p per unit length of the wall, is

[(p₁ + p₂)/4] h
[(p₁ - p₂)/2] h
(p₁ - p₂) ⅔h
[(p₁ + p₂)/2] h

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RCC Structures Design
If jd is the lever arm and ΣO is the total perimeter of reinforcement of an R.C.C. beam, the bond stress at the section having Q shear force, is

2 × Q/jdƩO
Q/2jdƩO
Q/jdƩO
Q/3jdƩO

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