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RCC Structures Design

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

High carbon steel
Mild steel
Stainless
High tension steel

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RCC Structures Design
The length of the straight portion of a bar beyond the end of the hook, should be at least

Twice the diameter
Four times the diameter
Thrice the diameter
Seven times the diameter

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RCC Structures Design
Though the effective depth of a T-beam is the distance between the top compression edge to the centre of the tensile reinforcement, for heavy loads, it is taken as

1/10th of the span
1/8th of the span
1/12th of the span
1/16th of the span

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RCC Structures Design
The percentage of minimum reinforcement of the gross sectional area in slabs, is

0.12 %
0.15 %
0.18 %
0.10 %

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RCC Structures Design
If T and R are the tread and rise of a stair which carries a load w per square metre on slope, the corresponding load per square metre of the horizontal area, is

w (R + T)/T
w (R/T)
w √(R + T)/T
w √(R² + T²)/T

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RCC Structures Design
If d is the diameter of a bar, ft is allowable tensile stress and fb, is allowable bond stress, the bond length is given by

ft .d/4fb
(π/4). (ft .d3/fb)
π ft .d²/fb
(π/4). (ft .d/fb)

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