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RCC Structures Design

RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Five times
Six times
Three times
Four times

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RCC Structures Design
A very comfortable type of stairs is

Dog legged
Straight
Geometrical
Open newel

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

Mid span
Fixed end
Mid span and fixed support
Free end

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RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.7
0.8
0.9
0.6

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RCC Structures Design
A singly reinforced concrete beam of 25 cm width and 70 cm effective depth is provided with 18.75 cm² steel. If the modular ratio (m) is 15, the depth of the neutral axis, is

30 cm
20 cm
35 cm
25 cm

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RCC Structures Design
If the bearing capacity of soil is 10 tonnes/cm² and the projection of plain concrete footing from walls, is a cm, the depth D of footing is

D = 0.775 a
D = 0.775 a²
D = 0.0775 a
D = 0.775 √a

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