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RCC Structures Design

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

0.6
0.9
0.7
0.8

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RCC Structures Design
Distribution of shear intensity over a rectangular section of a beam, follows:

A circular curve
An elliptical curve
A straight line
A parabolic curve

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RCC Structures Design
The percentage of minimum reinforcement of the gross sectional area in slabs, is

0.10 %
0.12 %
0.18 %
0.15 %

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RCC Structures Design
The width of the rib of a T-beam, is generally kept between

1/2 to 3/4 of rib depth
1/3 to 1/2 of rib depth
1/7 to 1/3 of rib depth
1/3 to 2/3 of rib depth

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RCC Structures Design
If d and n are the effective depth and depth of the neutral axis respectively of a singly reinforced beam, the lever arm of the beam, is

d - n/3
d + n/3
n
d

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RCC Structures Design
In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of

One-third lever arm of the section
Lever arm of the section
One-half lever arm of the section
One and half lever arm of the section

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