Embedment Length Beyond Inflection Point when Development Length for Simple Support is Given Calculator

Category	Engineering ↺
Engineering	Civil ↺
Civil	Concrete ↺
Concrete	Ultimate Strength Design of Tension Reinforced Rectangular Beams ↺
Ultimate-Strength-Design-Of-Tension-Reinforced-Rectangular-Beams	Development of Tensile Reinforcement ↺

✖Development length is the amount of reinforcement or bar length needed to be embedded into the column to establish the desired bond strength between the concrete and steel.ⓘ Development Length [Ld]			+10% -10%
✖Computed Flexural Strength with all reinforcing steel at section stressed to fy.ⓘ Computed Flexural Strength [Mn]			+10% -10%
✖Applied Shear at Section of a reinforced concrete beam is a result of the dowel force, aggregate interlock, and shear compression force.ⓘ Applied Shear at Section [V_u]			+10% -10%

✖Additional Embedment Length beyond inflection point or center of support ⓘ Embedment Length Beyond Inflection Point when Development Length for Simple Support is Given [La]

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Mithila Muthamma PA

Coorg Institute of Technology (CIT), Coorg

Mithila Muthamma PA has created this Calculator and 500+ more calculators!

Himanshi Sharma

Bhilai Institute of Technology (BIT), Raipur

Himanshi Sharma has verified this Calculator and 500+ more calculators!

< 8 Other formulas that you can solve using the same Inputs

Max Concrete Torsion

Max Concrete Torsion=(0.8*sqrt(28 Day Compressive Strength of Concrete)*Sum for Component Rectangles of Section)/sqrt(1+(0.4*Applied Shear at Section/Total Compression on Steel*Ultimate Design Torsional Moment)^2) GO

Bar Steel Yield Strength when Basic Development Length is Given

Yield Strength of Bar= (Development Length*sqrt(28 Day Compressive Strength of Concrete))/(0.04*Area of Bar) GO

Area of Bar when Basic Development Length is Given

Area of Bar=(Development Length*(28 Day Compressive Strength of Concrete)^1/2)/(0.04*Yield Strength of Bar) GO

Computed Flexural Strength when Development Length for Simple Support is Given

Computed Flexural Strength =(Applied Shear at Section)*(Development Length-Additional Embedment Length ) GO

Applied Shear at Section when Development Length for Simple Support is Given

Applied Shear at Section=(Computed Flexural Strength )/(Development Length-Additional Embedment Length ) GO

Development Length for Simple Support

Development Length=(Computed Flexural Strength /Applied Shear at Section)+(Additional Embedment Length ) GO

Bar Steel Yield Strength when Basic Development Length for No 18 Bars is Given

Yield Strength of Bar= (Development Length* sqrt(28 Day Compressive Strength of Concrete))/0.125 GO

Bar Steel Yield Strength when Basic Development Length for No 14 Bars is Given

Yield Strength of Bar= (Development Length*sqrt(28 Day Compressive Strength of Concrete))/0.085 GO

Embedment Length Beyond Inflection Point when Development Length for Simple Support is Given Formula

Additional Embedment Length =(Development Length)-(Computed Flexural Strength /Applied Shear at Section)
La=(Ld)-(Mn/V<sub>u</sub>)

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Area of Steel Required in Vertical Stirrups GO

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Nominal Reinforcement Shear Strength when Area of Steel in Vertical Stirrups is Given GO

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Stirrup Area when Stirrup Spacing for Practical Design is Given GO

Stirrup Area when Support Angle is Given GO

Nominal Reinforcement Shear Strength when Stirrup Area with Support Angle is Given GO

Shear Reinforcement Yield Strength when Stirrup Area with Support Angle is Given GO

Stirrups Area when Inclined Stirrups are Used GO

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Development Length for Simple Support GO

Computed Flexural Strength when Development Length for Simple Support is Given GO

Applied Shear at Section when Development Length for Simple Support is Given GO

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What is Embedment Length

Embedment length is referred to as the distance, the rebar is inserted into the concrete on a particular placement.

What is Inflection Point

Inflection are those points at which the deflection curve of the body changes the sign of curvature.

How to Calculate Embedment Length Beyond Inflection Point when Development Length for Simple Support is Given?

Embedment Length Beyond Inflection Point when Development Length for Simple Support is Given calculator uses Additional Embedment Length =(Development Length)-(Computed Flexural Strength /Applied Shear at Section) to calculate the Additional Embedment Length , The Embedment Length Beyond Inflection Point when Development Length for Simple Support is Given formula is defined as the length of embedded steel reinforcement provided beyond a critical section/inflection point or center of support. Additional Embedment Length and is denoted by La symbol.

How to calculate Embedment Length Beyond Inflection Point when Development Length for Simple Support is Given using this online calculator? To use this online calculator for Embedment Length Beyond Inflection Point when Development Length for Simple Support is Given, enter Development Length (Ld), Computed Flexural Strength (Mn) and Applied Shear at Section (V_u) and hit the calculate button. Here is how the Embedment Length Beyond Inflection Point when Development Length for Simple Support is Given calculation can be explained with given input values -> 200 = (0.4)-(10000000/50000000).

FAQ

What is Embedment Length Beyond Inflection Point when Development Length for Simple Support is Given?

The Embedment Length Beyond Inflection Point when Development Length for Simple Support is Given formula is defined as the length of embedded steel reinforcement provided beyond a critical section/inflection point or center of support and is represented as La=(Ld)-(Mn/V_u) or Additional Embedment Length =(Development Length)-(Computed Flexural Strength /Applied Shear at Section). Development length is the amount of reinforcement or bar length needed to be embedded into the column to establish the desired bond strength between the concrete and steel, Computed Flexural Strength with all reinforcing steel at section stressed to fy and Applied Shear at Section of a reinforced concrete beam is a result of the dowel force, aggregate interlock, and shear compression force.

How to calculate Embedment Length Beyond Inflection Point when Development Length for Simple Support is Given?

The Embedment Length Beyond Inflection Point when Development Length for Simple Support is Given formula is defined as the length of embedded steel reinforcement provided beyond a critical section/inflection point or center of support is calculated using Additional Embedment Length =(Development Length)-(Computed Flexural Strength /Applied Shear at Section). To calculate Embedment Length Beyond Inflection Point when Development Length for Simple Support is Given, you need Development Length (Ld), Computed Flexural Strength (Mn) and Applied Shear at Section (V_u). With our tool, you need to enter the respective value for Development Length, Computed Flexural Strength and Applied Shear at Section and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.

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