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RCC Structures Design

RCC Structures Design
In a simply supported slab, alternate bars are curtailed at

1/7th of the span
1/5th of the span
1/6th of the span
1/4th of the span

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is

150 cm
50 cm
100 cm
200 cm

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RCC Structures Design
The section of a reinforced beam where most distant concrete fibre in compression and tension in steel attains permissible stresses simultaneously, is called

Critical section
Economic section
All listed here
Balanced section

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RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

Strap
Strip
Footing
Raft

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RCC Structures Design
If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than

WL/10 (L + 2D/3)²
WL/12 (L - D/3)²
WL/10 (L - 2D/3)²
WL/12 (L - 2D/3)²

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RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

5 mm
7 mm
6 mm
4 mm

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