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RCC Structures Design

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
If the size of a column is reduced above the floor, the main bars of the columns, are

Continued up
Bent inward at the floor level
Stopped just below the floor level and separate lap bars provided
All of the listed here

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RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

10 cm to 12 cm
6 cm to 7.5 cm
12 cm to 15 cm
8 cm to 10 cm

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RCC Structures Design
In testing a pile by load test, pile platform is loaded with one and half times the design load and a maximum settlement is noted. The load is gradually removed and the consequent rebound is measured. For a safe pile, the net settlement (i.e. total settlement minus rebound) per tonne of test load should not exceed

25 mm
15 mm
20 mm
10 mm

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RCC Structures Design
The ratio of the breadth to effective depth of a beam is kept

0.25
0.75
0.7
0.5

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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

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

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