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RCC Structures Design

RCC Structures Design
The live load to be considered for an inaccessible roof, is

150 kg/cm²
75 kg/m²
200 kg/m²
Nil

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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

Less than 2
2
2.5
Less than 2.5

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RCC Structures Design
Steel bars are generally connected together to get greater length than the standard length by providing

Hooked splice
Dowel splice
All listed here
Straight bar splice

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RCC Structures Design
Design of R.C.C. cantilever beams, is based on the resultant force at

Free end
Fixed end
Mid span
Mid span and fixed support

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RCC Structures Design
The advantage of reinforced concrete, is due to

Monolithic character
All listed here
Economy because of less maintenance cost
Fire-resisting and durability

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RCC Structures Design
A pre-stressed rectangular beam which carries two concentrated loads W at L/3 from either end, is provided with a bent tendon with tension P such that central one-third portion of the tendon remains parallel to the longitudinal axis, the maximum dip h is

WL/P
WL/4P
WL/2P
WL/3P

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