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RCC Structures Design

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

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

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RCC Structures Design
The effective width of a column strip of a flat slab, is

Radius of the column
Half the width of the panel
One-fourth the width of the panel
Diameter of the column

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RCC Structures Design
In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

200 kg/cm²
400 kg/cm²
100 kg/cm²
300 kg/cm²

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RCC Structures Design
The weight of a foundation is assumed as

7% of wall weight
5% of wall weight
10% of wall weight
12% of wall weight

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RCC Structures Design
In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as

All listed here
A cut-off wall
A rib
A key

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

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

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