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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

0.8
0.2
0.7
0.9

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

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

Dowel splice
Hooked splice
All listed here
Straight bar splice

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RCC Structures Design
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

6 legged
10 legged
8 legged
12 legged

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RCC Structures Design
The steel generally used in R.C.C. work, is

High carbon steel
High tension steel
Stainless
Mild steel

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RCC Structures Design
An R.C.C. column of 30 cm diameter is reinforced with 6 bars 12 mm φ placed symmetrically along the circumference. If it carries a load of 40,000 kg axially, the stress is

100 kg/cm²
49.9 kg/cm²
250 kg/cm²
175 kg/cm²

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