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RCC Structures Design

RCC Structures Design
If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

Zero
3WR²/16
WR²/16
2WR²/16

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RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.8
0.9
0.2
0.7

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RCC Structures Design
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

12 legged
6 legged
10 legged
8 legged

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RCC Structures Design
A foundation rests on

Base of the foundation
Sub-grade
Both B and C
Foundation soil

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

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RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

8 cm to 10 cm
10 cm to 12 cm
12 cm to 15 cm
6 cm to 7.5 cm

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