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RCC Structures Design

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

Vertical shear
Diagonal tension
Diagonal compression
Horizontal shear

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RCC Structures Design
The minimum cube strength of concrete used for a pre-stressed member, is

150 kg/cm²
250 kg/cm²
50 kg/cm²
350 kg/cm²

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RCC Structures Design
The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is

1400 kg/cm²
260 kg/cm²
190 kg/cm²
230 kg/cm²

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RCC Structures Design
A pre-cast pile generally used, is

Square with corners chamfered
Octagonal
Circular
Square

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RCC Structures Design
In a cantilever retaining wall without a heel slab

Base slab is made 10 cm thicker than the stem
Width of the base slab is kept 0.7 time the total height of the wall
Thickness of the stem is kept same throughout
All listed here

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RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

55°
25°
45°
35°

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