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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
0.8
0.9
0.2

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RCC Structures Design
Lapped splices in tensile reinforcement are generally not used for bars of size larger than

36 mm diameter
24 mm diameter
30 mm diameter
18 mm diameter

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RCC Structures Design
If Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and σc are the modular ratio and maximum stress in the configuration of concrete, the strength of column is

σc(A - Asc) + m σcAsc
σc[A + (m - 1)Asc]
σcAc + m σcAsc
All listed here

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

4 %
6
1
0.15 %

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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
Dowel splice
Straight bar splice
Hooked splice

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RCC Structures Design
If d is the diameter of a bar, ft is allowable tensile stress and fb, is allowable bond stress, the bond length is given by

(π/4). (ft .d3/fb)
π ft .d²/fb
ft .d/4fb
(π/4). (ft .d/fb)

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