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RCC Structures Design

RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

12 mm
10 mm
15 mm
11 mm

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

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RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

40
50
56
30

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RCC Structures Design
In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at

More loaded column
Less loaded column
A point of zero shear force
A point of the maximum shear force

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RCC Structures Design
If the permissible compressive and tensile stresses in a singly reinforced beam are 50 kg/cm² and 1400 kg/cm² respectively and the modular ratio is 18, the percentage area At of the steel required for an economic section, is

0.696 %
0.496 %
0.796 %
0.596 %

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RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Five times
Four times
Six times
Three times

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