Mridul Sharma
Indian Institute of Information Technology (IIIT), Bhopal
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Kethavath Srinath
Osmania University (OU), Hyderabad
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9 Other formulas that you can solve using the same Inputs

Allowable Compressive Stress Parallel to Grain for Intermediate Columns
ACS parallel to grain in given column=ACS in short column of given species*(1-(((Unbraced Length of the member/least dimension)/value of k)^4)/3) GO
Elasticity Modulus when Allowable Unit Stress on Timber Columns for a Single Member is Given
Modulus Of Elasticity=total allowable load*((unsupported length of column/Radius of gyration)^2)/(3.619*area of column) GO
Elasticity Modulus when Allowable Compressive Stress in a Rectangular Section is Given
Modulus Of Elasticity=(ACS parallel to grain in given column*(Unbraced Length of the member/least dimension)^2)/0.3 GO
Allowable Compressive Stress Parallel to Grain for Long Columns
ACS parallel to grain in given column=0.274*Modulus Of Elasticity/(Unbraced Length of the member/least dimension)^2 GO
Allowable Compressive Stress in a Rectangular Section
ACS parallel to grain in given column=0.3*Modulus Of Elasticity/(Unbraced Length of the member/least dimension)^2 GO
Allowable Unit Stress on Timber Columns for a Single Member
Allowable Unit Stress=(3.619*Modulus Of Elasticity)/((unsupported length of column/Radius of gyration)^2) GO
Allowable Unit Stress on Timber Columns of Circular Cross Section
Allowable Unit Stress=(0.22*Modulus Of Elasticity)/((unsupported length of column/least dimension)^2) GO
Elasticity Modulus when Allowable Unit Stress of Square or Rectangular Timber Columns is Given
Modulus Of Elasticity=(Allowable Unit Stress*((unsupported length of column/least dimension)^2))/0.3 GO
Allowable Unit Stress on Timber Columns of Square or Rectangular Cross Section
Allowable Unit Stress=(0.3*Modulus Of Elasticity)/((unsupported length of column/least dimension)^2) GO

11 Other formulas that calculate the same Output

Elastic Modulus of Concrete when Ultimate Shear Connector Strength for Welded Studs is Given
Modulus Of Elasticity=(((Ultimate Shear Connector Strength/(0.4*Diameter *Diameter ))^2)/28 Day Compressive Strength of Concrete) GO
Young's Modulus of the Bolt When Stiffness of the Bolt is Given
Modulus Of Elasticity=(stiffness of the bolt*total thickness of parts held together by the bolt*4)/((Nominal Diameter^2)*pi) GO
Elasticity Modulus when Allowable Unit Stress on Timber Columns for a Single Member is Given
Modulus Of Elasticity=total allowable load*((unsupported length of column/Radius of gyration)^2)/(3.619*area of column) GO
Elasticity Modulus when Allowable Compressive Stress in a Rectangular Section is Given
Modulus Of Elasticity=(ACS parallel to grain in given column*(Unbraced Length of the member/least dimension)^2)/0.3 GO
modulus of elasticity when Bulking stress For diameters greater than 126.5r/K is given
Modulus Of Elasticity= (Bulking stress*(Soil stiffness factor*Pipe Diameter /Least Radius of Gyration)^2)/12 GO
Modulus of Elasticity
Modulus Of Elasticity= ((Weight of Concrete)^1.5)*33* sqrt(28 Day Compressive Strength of Concrete) GO
Elasticity Modulus when Allowable Unit Stress of Square or Rectangular Timber Columns is Given
Modulus Of Elasticity=(Allowable Unit Stress*((unsupported length of column/least dimension)^2))/0.3 GO
Modulus of Elasticity when Strain Energy in Bending is Given
Modulus Of Elasticity=Length*(Bending moment^2)/(2*Strain Energy*Moment of Inertia) GO
Modulus of elasticity when flexibility factor is given
Modulus Of Elasticity= Pipe Diameter^2/(Flexibility factor*Moment of Inertia) GO
Modulus of Elasticity if compressive stress and strain is known
Modulus Of Elasticity=(Compressive stress/Compressive strain) GO
Modulus of Elasticity if tensile stress and strain is known
Modulus Of Elasticity=(Tensile Stress/Tensile Strain) GO

Elasticity Modulus when Allowable Unit Stress of Circular Timber Columns is Given Formula

Modulus Of Elasticity=(Allowable Unit Stress*((unsupported length of column/least dimension)^2))/0.22
E=(P/A*((l/d)^2))/0.22
More formulas
Elasticity Modulus when Allowable Unit Stress on Timber Columns for a Single Member is Given GO
Allowable Unit Stress on Timber Columns for a Single Member GO
Allowable Unit Stress on Timber Columns of Square or Rectangular Cross Section GO
Elasticity Modulus when Allowable Unit Stress of Square or Rectangular Timber Columns is Given GO
Allowable Unit Stress on Timber Columns of Circular Cross Section GO

What is Allowable Unit Stress?

Allowable Unit Stress is the maximum stress per unit area (tensile, compressive or bending) that is allowed to be applied on a structural material.

How to Calculate Elasticity Modulus when Allowable Unit Stress of Circular Timber Columns is Given?

Elasticity Modulus when Allowable Unit Stress of Circular Timber Columns is Given calculator uses Modulus Of Elasticity=(Allowable Unit Stress*((unsupported length of column/least dimension)^2))/0.22 to calculate the Modulus Of Elasticity, The Elasticity Modulus when Allowable Unit Stress of Circular Timber Columns is Given formula calculates the modulus of elasticity when we have a prior info of Allowable Unit Stress fro timber columns whose cross section shape is circular. . Modulus Of Elasticity and is denoted by E symbol.

How to calculate Elasticity Modulus when Allowable Unit Stress of Circular Timber Columns is Given using this online calculator? To use this online calculator for Elasticity Modulus when Allowable Unit Stress of Circular Timber Columns is Given, enter Allowable Unit Stress (P/A), unsupported length of column (l) and least dimension (d) and hit the calculate button. Here is how the Elasticity Modulus when Allowable Unit Stress of Circular Timber Columns is Given calculation can be explained with given input values -> 1136.364 = (1000000*((0.001/0.002)^2))/0.22 .

FAQ

What is Elasticity Modulus when Allowable Unit Stress of Circular Timber Columns is Given?
The Elasticity Modulus when Allowable Unit Stress of Circular Timber Columns is Given formula calculates the modulus of elasticity when we have a prior info of Allowable Unit Stress fro timber columns whose cross section shape is circular. and is represented as E=(P/A*((l/d)^2))/0.22 or Modulus Of Elasticity=(Allowable Unit Stress*((unsupported length of column/least dimension)^2))/0.22 . Allowable Unit Stress is the maximum load or stress allowed per unit area of the column, unsupported length of column is the distance between the end supports of a beam and least dimension is the measure of the shortest side of the column.
How to calculate Elasticity Modulus when Allowable Unit Stress of Circular Timber Columns is Given?
The Elasticity Modulus when Allowable Unit Stress of Circular Timber Columns is Given formula calculates the modulus of elasticity when we have a prior info of Allowable Unit Stress fro timber columns whose cross section shape is circular. is calculated using Modulus Of Elasticity=(Allowable Unit Stress*((unsupported length of column/least dimension)^2))/0.22 . To calculate Elasticity Modulus when Allowable Unit Stress of Circular Timber Columns is Given, you need Allowable Unit Stress (P/A), unsupported length of column (l) and least dimension (d). With our tool, you need to enter the respective value for Allowable Unit Stress, unsupported length of column and least dimension and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
How many ways are there to calculate Modulus Of Elasticity?
In this formula, Modulus Of Elasticity uses Allowable Unit Stress, unsupported length of column and least dimension. We can use 11 other way(s) to calculate the same, which is/are as follows -
  • Modulus Of Elasticity=Length*(Bending moment^2)/(2*Strain Energy*Moment of Inertia)
  • Modulus Of Elasticity= ((Weight of Concrete)^1.5)*33* sqrt(28 Day Compressive Strength of Concrete)
  • Modulus Of Elasticity=(Tensile Stress/Tensile Strain)
  • Modulus Of Elasticity=(Compressive stress/Compressive strain)
  • Modulus Of Elasticity=total allowable load*((unsupported length of column/Radius of gyration)^2)/(3.619*area of column)
  • Modulus Of Elasticity=(Allowable Unit Stress*((unsupported length of column/least dimension)^2))/0.3
  • Modulus Of Elasticity=(ACS parallel to grain in given column*(Unbraced Length of the member/least dimension)^2)/0.3
  • Modulus Of Elasticity=(((Ultimate Shear Connector Strength/(0.4*Diameter *Diameter ))^2)/28 Day Compressive Strength of Concrete)
  • Modulus Of Elasticity=(stiffness of the bolt*total thickness of parts held together by the bolt*4)/((Nominal Diameter^2)*pi)
  • Modulus Of Elasticity= Pipe Diameter^2/(Flexibility factor*Moment of Inertia)
  • Modulus Of Elasticity= (Bulking stress*(Soil stiffness factor*Pipe Diameter /Least Radius of Gyration)^2)/12
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