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RCC Structures Design

RCC Structures Design
A flat slab is supported

On beams
On beams and columns
On columns
On columns monolithically built with slab

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 16 m effective span is 10 kg/cm², the length of the beam having nominal reinforcement, is

12 cm
6 cm
8 cm
10 cm

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RCC Structures Design
The modular ratio ‘m’ of a concrete whose permissible compressive stress is ‘C’, may be obtained from the equation.

m = 1400/3C
m = 700/3C
m = 2800/3C
m = 3500/3C

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RCC Structures Design
If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as

wl24
wl212
wl210
wl28

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RCC Structures Design
The zone in which transverse bending is likely to occur may be obtained by drawing a line from the faces of the column making an angle θ° with horizontal where θ° is

30°
45°
60°
None of these

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RCC Structures Design
With usual notations the depth of the neutral axis of a balanced section, is given by

mc/t = (d - n)/n
t/mc = (d + n)/n
t/mc = (d - n)/n
mc/t = n/(d - n)

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