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RCC Structures Design

RCC Structures Design
Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

h/3
h/2
h/4
2h/3

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RCC Structures Design
On piles, the drop must be at least

123 cm
80 cm
120 cm
124 cm

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RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Four times
Three times
Six times
Five times

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RCC Structures Design
As per IS : 1343, total shrinkage for a pre-tensioned beam, is

3.0 × 10⁻³
3.0 × 10⁻²
3.0 × 10⁻⁵
3.5 × 10⁻⁵

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RCC Structures Design
The amount of reinforcement for main bars in a slab, is based upon

Minimum shear force
Minimum bending moment
Maximum shear force
Maximum bending moment

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RCC Structures Design
The thickness of base slab of a retaining wall generally provided, is

Width of the stem at the bottom
One fourth of the width of the steam at the bottom
One-third of the width of the stem at the bottom
One half of the width of the stem at the bottom

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