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RCC Structures Design

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

6
1
0.15 %
4 %

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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

0.2
0.9
0.7
0.8

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RCC Structures Design
The maximum shear stress (q) in concrete of a reinforced cement concrete beam is

Width/(Lever arm × Shear force)
Shear force/(Lever arm × Width)
(Shear force × Width)/Lever arm
Lever arm/(Shear force × Width)

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RCC Structures Design
In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of

One-half lever arm of the section
One-third lever arm of the section
Lever arm of the section
One and half lever arm of the section

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RCC Structures Design
A raft foundation is provided if its area exceeds the plan area of the building by

10 %
20 %
50 %
40 %

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RCC Structures Design
On an absolutely rigid foundation base, the pressure will

Be zero at the centre of the foundation
Be more at the edges of the foundation
Be uniform
Not be uniform

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