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RCC Structures Design

RCC Structures Design
Columns may be made of plain concrete if their unsupported lengths do not exceed their least lateral dimension

Two times
Five times
Three times
Four times

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RCC Structures Design
If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least

WL/4P
WL/2P
WL/3P
WL/P

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RCC Structures Design
‘P’ is the pre-stressed force applied to tendon of a rectangular pre-stressed beam whose area of cross section is ‘A’ and sectional modulus is ‘Z’. The minimum stress ‘f’ on the beam subjected to a maximum bending moment ‘M’ is

f = (P/A) - (M/Z)
f = (P/A) - (M/6Z)
f = (P/'- (Z/M)
f = (A/P) - (M/Z)

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RCC Structures Design
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

Every section
Supports
Quarter span
Mid span

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RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

5 mm
4 mm
6 mm
7 mm

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RCC Structures Design
The radius of a bar bend to form a hook, should not be less than

Five times the diameter
Twice the diameter
Thrice the diameter
Four times the diameter

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