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RCC Structures Design

RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

50 cm
120 cm
100 cm
75 cm

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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
n
d - n/3
d

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RCC Structures Design
If permissible working stresses in steel and concrete are respectively 1400 kg/cm² and 80 kg/cm² and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, is

37 cm
39 cm
40 cm
38 cm

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RCC Structures Design
A foundation is called shallow if its depth, is

One-fourth of its width
Equal to its width
Three-fourth of its width
Half of its width

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

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RCC Structures Design
If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than

WL/12 (L - 2D/3)²
WL/10 (L - 2D/3)²
WL/12 (L - D/3)²
WL/10 (L + 2D/3)²

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