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

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

10 mm

20 mm

25 mm

15 mm

10 mm

20 mm

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RCC Structures Design
In a pre-stressed member it is advisable to use

Low strength concrete only

Low strength concrete but high tensile steel

High strength concrete only

High strength concrete and high tensile steel

Low strength concrete only

Low strength concrete but high tensile steel

High strength concrete only

High strength concrete and high tensile steel

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RCC Structures Design
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

8 legged

10 legged

6 legged

12 legged

8 legged

10 legged

6 legged

12 legged

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RCC Structures Design
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

Cantilever beam

Continuous beam

Simply supported beam

None of these

Cantilever beam

Continuous beam

Simply supported beam

None of these

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RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

20

15

25

10

20

15

25

10

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RCC Structures Design
If the depth of actual neutral axis of a doubly reinforced beam

Is less than the depth of critical neutral axis, the steel in the tensile zone attains its maximum stress earlier

Is greater than the depth of critical neutral axis, the concrete attains its maximum stress earlier

Is equal to the depth of critical neutral axis; the concrete and steel attain their maximum stresses simultaneously

All listed here

Is less than the depth of critical neutral axis, the steel in the tensile zone attains its maximum stress earlier

Is greater than the depth of critical neutral axis, the concrete attains its maximum stress earlier

Is equal to the depth of critical neutral axis; the concrete and steel attain their maximum stresses simultaneously

All listed here

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RCC Structures Design

RCC Structures Design In a pre-stressed member it is advisable to use

RCC Structures Design In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

RCC Structures Design If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

RCC Structures Design A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

RCC Structures Design If the depth of actual neutral axis of a doubly reinforced beam

RCC Structures Design
In a pre-stressed member it is advisable to use

RCC Structures Design
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

RCC Structures Design
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

RCC Structures Design
If the depth of actual neutral axis of a doubly reinforced beam