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sociate coastal

Appearance

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()

,

fc

N

Stress in Concrete notmore than 1N/mm2

dN

fs

h

fs/Es

xfs/Es

fs

fc

As

h d

Asb

d

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[ ]

N/mm2

Curvature can be calculate as

Calculate the Design Moment atthe mid span

Calculate the Design Moment atthe mid span

1

2

3

4

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For more Explanation For more Explanation

Deflection is given as

Select the larger value

fs

fc

d N

fct

Stress Distribution

d

Asb

h d

Asb

fc

Stress in Concrete notmore than 1N/mm2

dN

fs

Strain Distribution

Check Answer

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Serviceability neglecting

Calculate the Modulus of elasticity ofthe reinforcement

Calculate the Modular Ratio m

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Calculate the Curvature for theCracked section Calculate the Curvature for theUncracked section

For more Explanation

or more Explanation

Select the larger value

Calculate the Curvature for theCracked section Calculate the Curvature for theUncracked section

For more Explanation

or more Explanation

Deflection is given as

Select the larger value

Calculate the Depth to the neutral axis (x)

More Explanation for K value

For more Explanation

Calculate the Design Moment atthe mid span (M)

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Requirement forAppearance

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* +Determine Basic Span/Depthratio

Modification factor (F1) forTension reinforcement

Check Whether

Modification factor (F2) forCompression reinforcement

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h d

Asb

Length

Check the Answer

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esearchers