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RCC Structures Design

RCC Structures Design
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

Every section
Mid span
Supports
Quarter span

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

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RCC Structures Design
The width of the rib of a T-beam, is generally kept between

1/3 to 1/2 of rib depth
1/2 to 3/4 of rib depth
1/7 to 1/3 of rib depth
1/3 to 2/3 of rib depth

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RCC Structures Design
Spacing of stirrups in a rectangular beam, is

Increased at the centre of the beam
Increased at the ends
Kept constant throughout the length
Decreased towards the centre of the beam

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RCC Structures Design
If permissible working stresses in steel and concrete are respectively 1400 kg/cm² and 80 kg/cm² and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, is

38 cm
37 cm
39 cm
40 cm

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RCC Structures Design
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

None of these
Continuous beam
Simply supported beam
Cantilever beam

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