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RCC Structures Design

RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/15th of span
1/30th of span
1/25th of span
1/20th of span

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RCC Structures Design
A pre-stressed rectangular beam which carries two concentrated loads W at L/3 from either end, is provided with a bent tendon with tension P such that central one-third portion of the tendon remains parallel to the longitudinal axis, the maximum dip h is

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

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RCC Structures Design
The minimum number of main steel bars provided in R.C.C.

Circular columns is 6
Octagonal columns is 8
All listed here
Rectangular columns is 4

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RCC Structures Design
Post tensioning system

Was widely used in earlier days
None of these
Is economical for large spans and is adopted now a days
Is not economical and hence not generally used

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RCC Structures Design
If l₁ and l₂ are the lengths of long and short spans of a two way slab simply supported on four edges and carrying a load w per unit area, the ratio of the loads split into w₁ and w₂ acting on strips parallel to l₂ and l₁ is

w₁/w₂ = (l₂/l₁)⁴
w₁/w₂ = l₂/l₁
w₁/w₂ = (l₂/l₁)³
w₁/w₂ = (l₂/l₁)²

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RCC Structures Design
If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

0.5
0.6
0.7
0.4

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