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RCC Structures Design

RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Diagonal compression
Vertical shear
Diagonal tension
Horizontal shear

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RCC Structures Design
In a singly reinforced beam, if the permissible stress in concrete reaches earlier than that in steel, the beam section is called

Over reinforced section
Critical section
Under-reinforced section
Economic section

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RCC Structures Design
As the percentage of steel increases

Lever arm increases
Depth of neutral axis increases
Lever arm decreases
Depth of neutral axis decreases

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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/12 (L - 2D/3)²
WL/10 (L - 2D/3)²

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

30
40
35
50

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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

50 cm
100 cm
150 cm
200 cm

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