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RCC Structures Design

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

Strip
Raft
Footing
Strap

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

40
30
35
25

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RCC Structures Design
A circular slab subjected to external loading, deflects to form a

None of these
Ellipsoid
Paraboloid
Semi-hemisphere

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RCC Structures Design
The diameter of transverse reinforcement of columns should be equal to one-fourth of the diameter of the main steel rods but not less than

7 mm
6 mm
5 mm
4 mm

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

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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 overcome bursting stresses at the ends
To provide high bond stresses

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