Computed Flexural Strength 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 ↺

✖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%
✖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%
✖Additional Embedment Length beyond inflection point or center of support ⓘ Additional Embedment Length [La]			+10% -10%

✖Computed Flexural Strength with all reinforcing steel at section stressed to fy.ⓘ Computed Flexural Strength when Development Length for Simple Support is Given [Mn]

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Mithila Muthamma PA

Coorg Institute of Technology (CIT), Coorg

Mithila Muthamma PA has created this Calculator and 400+ 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

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

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

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

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

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Bending-Moment Capacity of Ultimate Strength when Beam Width is Given GO

Bending-Moment Capacity of Ultimate Strength when Area of Tension Reinforcement is Given GO

Ultimate Shear Capacity of a Beam Section GO

Nominal Shear Strength of the Concrete GO

Nominal Shear Strength Provided by Reinforcement GO

Area of Steel Required in Vertical Stirrups GO

Spacing when Area of Steel in Vertical Stirrups is Given GO

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

Stirrup Spacing for Practical Design GO

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

Nominal Reinforcement Shear Strength when Stirrups Area for Inclined Stirrups is Given GO

Development Length for Simple Support GO

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

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

Development Length for a Hooked Bar GO

Bar Diameter when Development Length for a Hooked Bar is Given GO

28-Day Concrete Compressive Strength when Development Length for a Hooked Bar is Given GO

What is Flexural Strength?

Flexural strength is defined as the maximum stress in a material just before it yields in a bending test.

What factors affect the Flexural Strength?

Flexural Tensile Strength of concrete are influenced by many factors, particularly the level of stress, size, age, compaction of concrete, relative humidity and curing of concrete, etc.

How to Calculate Computed Flexural Strength when Development Length for Simple Support is Given?

Computed Flexural Strength when Development Length for Simple Support is Given calculator uses Computed Flexural Strength =(Applied Shear at Section)*(Development Length-Additional Embedment Length ) to calculate the Computed Flexural Strength , The Computed Flexural Strength when Development Length for Simple Support is Given formula is the flexural strength with all reinforcing steel at section stressed to fy resisting flexural failures. Computed Flexural Strength and is denoted by Mn symbol.

How to calculate Computed Flexural Strength when Development Length for Simple Support is Given using this online calculator? To use this online calculator for Computed Flexural Strength when Development Length for Simple Support is Given, enter Applied Shear at Section (V_u), Development Length (Ld) and Additional Embedment Length (La) and hit the calculate button. Here is how the Computed Flexural Strength when Development Length for Simple Support is Given calculation can be explained with given input values -> 15 = (50000000)*(0.4-0.1).

FAQ

What is Computed Flexural Strength when Development Length for Simple Support is Given?

The Computed Flexural Strength when Development Length for Simple Support is Given formula is the flexural strength with all reinforcing steel at section stressed to fy resisting flexural failures and is represented as Mn=(V_u)*(Ld-La) or Computed Flexural Strength =(Applied Shear at Section)*(Development Length-Additional Embedment Length ). Applied Shear at Section of a reinforced concrete beam is a result of the dowel force, aggregate interlock, and shear compression force, 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 and Additional Embedment Length beyond inflection point or center of support .

How to calculate Computed Flexural Strength when Development Length for Simple Support is Given?

The Computed Flexural Strength when Development Length for Simple Support is Given formula is the flexural strength with all reinforcing steel at section stressed to fy resisting flexural failures is calculated using Computed Flexural Strength =(Applied Shear at Section)*(Development Length-Additional Embedment Length ). To calculate Computed Flexural Strength when Development Length for Simple Support is Given, you need Applied Shear at Section (V_u), Development Length (Ld) and Additional Embedment Length (La). With our tool, you need to enter the respective value for Applied Shear at Section, Development Length and Additional Embedment Length 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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