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RCC Structures Design

RCC Structures Design
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

Quarter span
Mid span
Every section
Supports

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RCC Structures Design
A pre-stressed concrete member

Is made of concrete
Is stressed after casting
Possesses internal stresses
Is made of reinforced concrete

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

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

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RCC Structures Design
For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

15
10
25
20

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RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

2.5
Less than 2
2
Less than 2.5

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

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

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