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RCC Structures Design

RCC Structures Design
The steel generally used in R.C.C. work, is

High tension steel
Mild steel
Stainless
High carbon steel

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

Free end
Fixed end
Mid span
Mid span and fixed support

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

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

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RCC Structures Design
The minimum clear cover for R.C.C. columns shall be

Greater of 40 mm or diameter
Greater of 25 mm or diameter
Smaller of 40 mm or diameter
Smaller of 25 mm or diameter

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RCC Structures Design
If the average bending stress is 6 kg/cm² for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is

58 d
28 d
48 d
38 d

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RCC Structures Design
A part of the slab may be considered as the flange of the T-beam if

It is built integrally with the beam
Flange has adequate reinforcement transverse to beam
It is effectively bonded together with the beam
All of the listed here

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