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RCC Structures Design

RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

50
40
56
30

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

25
30
35
40

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RCC Structures Design
Steel bars are generally connected together to get greater length than the standard length by providing

Dowel splice
All listed here
Hooked splice
Straight bar splice

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

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RCC Structures Design
An under-reinforced section means

Steel is provided at the underside only
Steel provided on one face only
Steel will yield first
Steel provided is insufficient

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RCC Structures Design
Piles are usually driven by

All listed here
Diesel operated hammer
Single acting steam hammer
Drop hammer

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