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RCC Structures Design

RCC Structures Design
Piles are usually driven by

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

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RCC Structures Design
The system in which high tensile alloy steel bars (silica manganese steel) are used as pre-stressing tendons, is known as

Freyssinet system
Lee-McCall system
C.L. standard system
Magnel-Blaton system

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

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

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

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

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RCC Structures Design
An R.C.C. column of 30 cm diameter is reinforced with 6 bars 12 mm φ placed symmetrically along the circumference. If it carries a load of 40,000 kg axially, the stress is

49.9 kg/cm²
175 kg/cm²
250 kg/cm²
100 kg/cm²

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