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

15 mm

25 mm

20 mm

10 mm

15 mm

25 mm

20 mm

10 mm

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RCC Structures Design
Design of R.C.C. cantilever beams, is based on the resultant force at

Mid span

Fixed end

Free end

Mid span and fixed support

Mid span

Fixed end

Free end

Mid span and fixed support

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RCC Structures Design
If ‘A’ is the sectional area of a pre-stressed rectangular beam provided with a tendon pre-stressed by a force ‘P’ through its centroidal longitudinal axis, the compressive stress in concrete, is

A/P

P/2A

P/A

2A/P

A/P

P/2A

P/A

2A/P

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RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

Less than 2.5

2

2.5

Less than 2

Less than 2.5

2

2.5

Less than 2

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RCC Structures Design
In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

100 kg/cm²

300 kg/cm²

400 kg/cm²

200 kg/cm²

100 kg/cm²

300 kg/cm²

400 kg/cm²

200 kg/cm²

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RCC Structures Design
Steel beam theory is used for

Design of simple steel beams

Doubly reinforced beams ignoring compressive stress in concrete

Steel beams encased in concrete

Beams if shear exceeds 4 times allowable shear stress

Design of simple steel beams

Doubly reinforced beams ignoring compressive stress in concrete

Steel beams encased in concrete

Beams if shear exceeds 4 times allowable shear stress

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RCC Structures Design

RCC Structures Design Design of R.C.C. cantilever beams, is based on the resultant force at

RCC Structures Design If ‘A’ is the sectional area of a pre-stressed rectangular beam provided with a tendon pre-stressed by a force ‘P’ through its centroidal longitudinal axis, the compressive stress in concrete, is

RCC Structures Design A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

RCC Structures Design In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

RCC Structures Design Steel beam theory is used for

RCC Structures Design
Design of R.C.C. cantilever beams, is based on the resultant force at

RCC Structures Design
If ‘A’ is the sectional area of a pre-stressed rectangular beam provided with a tendon pre-stressed by a force ‘P’ through its centroidal longitudinal axis, the compressive stress in concrete, is

RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

RCC Structures Design
In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

RCC Structures Design
Steel beam theory is used for