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RCC Structures Design

RCC Structures Design
If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

0.5
0.6
0.7
0.4

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RCC Structures Design
According to the steel beam theory of doubly reinforced beams

All of the listed here
Tension is resisted by tension steel
Stress in tension steel equals the stress in compression steel
Compression is resisted by compression steel

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RCC Structures Design
In a pre-stressed member it is advisable to use

High strength concrete and high tensile steel
Low strength concrete but high tensile steel
High strength concrete only
Low strength concrete only

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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

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

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 16 m effective span is 10 kg/cm², the length of the beam having nominal reinforcement, is

6 cm
8 cm
12 cm
10 cm

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RCC Structures Design
Lapped splices in tensile reinforcement are generally not used for bars of size larger than

24 mm diameter
30 mm diameter
18 mm diameter
36 mm diameter

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