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RCC Structures Design

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

50
40
56
30

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RCC Structures Design
Distribution of shear intensity over a rectangular section of a beam, follows:

A straight line
A circular curve
A parabolic curve
An elliptical curve

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RCC Structures Design
The minimum head room over a stair must be

210 cm
230 cm
200 cm
205 cm

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RCC Structures Design
If a rectangular pre-stressed beam of an effective span of 5 meters and carrying a total load 3840 kg/m, is designed by the load balancing method, the central dip of the parabolic tendon should be

15 cm
20 cm
5 cm
10 cm

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RCC Structures Design
A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed

4,120 kg
412,000 kg
None of these
41,200 kg

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

Straight bar splice
Hooked splice
Dowel splice
All listed here

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