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RCC Structures Design

RCC Structures Design
A very comfortable type of stairs is

Open newel
Dog legged
Geometrical
Straight

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RCC Structures Design
If the size of a column is reduced above the floor, the main bars of the columns, are

Continued up
Stopped just below the floor level and separate lap bars provided
All of the listed here
Bent inward at the floor level

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RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

8 cm to 10 cm
12 cm to 15 cm
6 cm to 7.5 cm
10 cm to 12 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

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

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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

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

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RCC Structures Design
High strength concrete is used in pre-stressed member

All listed here
To overcome high bearing stresses developed at the ends
To provide high bond stresses
To overcome bursting stresses at the ends

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