Elasticity Modulus when Allowable Unit Stress on Timber Columns for a Single Member is Given Calculator

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✖total allowable load is the capacity or can say the maximum load allowed.ⓘ total allowable load [P]			+10% -10%
✖unsupported length of column is the distance between the end supports of a beam.ⓘ unsupported length of column [l]			+10% -10%
✖Radius of gyration or gyradius of a body about an axis of rotation is defined as the radial distance to a point which would have a moment of inertia the same as the body's actual distribution of mass, if the total mass of the body were concentrated there.ⓘ Radius of gyration [k_G]			+10% -10%
✖area of column is the cross-sectional area of the column.ⓘ area of column [A]			+10% -10%

✖Modulus Of Elasticity is a quantity that measures an object or substance's resistance to being deformed elastically when a stress is applied to it.ⓘ Elasticity Modulus when Allowable Unit Stress on Timber Columns for a Single Member is Given [E]

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Elasticity Modulus when Allowable Unit Stress on Timber Columns for a Single Member is Given

Mridul Sharma

Indian Institute of Information Technology (IIIT), Bhopal

Mridul Sharma has created this Calculator and 100+ more calculators!

Kethavath Srinath

Osmania University (OU), Hyderabad

Kethavath Srinath has verified this Calculator and 500+ more calculators!

< 11 Other formulas that you can solve using the same Inputs

Periodic time of SHM for compound pendulum in terms of radius of gyration

Periodic time for compound pendulum=2*pi*sqrt(((Radius of gyration^2)+(Distance of point of suspension of pendulum from the center of gravity^2))/(Acceleration Due To Gravity*Distance of point of suspension of pendulum from the center of gravity)) GO

Theoretical Maximum Stress for Secant Code Steels

Critical stress=Yield Strength/(1+((Eccentricity*End Fixity Coefficient/(Radius of gyration^2))*(sec((1/Radius of gyration)*sqrt(Concentrated load/(4*Cross sectional area*Modulus Of Elasticity)))))) GO

Maximum Stress For a Circular Section Under Compression

Maximum stress at crack tip=(0.372+0.056*(Distance from nearest Edge/Radius of gyration)*(Concentrated load/Distance from nearest Edge)*sqrt(Radius of gyration*Distance from nearest Edge)) GO

Theoretical Maximum Stress for Johnson Code Steels

Critical stress=Yield Strength*(1-(Stress at any point y/(4*Coefficient for Column End Conditions*(pi^2)*Modulus Of Elasticity))*((Length/Radius of gyration)^2)) GO

Euler's Formula for Critical Buckling Load when Area is Given

Critical Buckling Load=(Coefficient for Column End Conditions*(pi^2)*Modulus Of Elasticity*Cross sectional area)/((Length/Radius of gyration)^2) GO

Total Unit Stress in Eccentric Loading when Radius of Gyration is Given

Total Unit Stress=(Axial Load/Cross sectional area)*(1+(Outermost Fiber Distance*Distance_from Load Applied/(Radius of gyration^2))) GO

Time period of Rolling

Time period of rolling=2*pi*(sqrt(((Radius of gyration)^(2))/(Acceleration Due To Gravity*Metacentric height))) GO

Theoretical Maximum Stress for ANC Code Alloy Steel Tubing

Critical stress=135000-(15.9/End Fixity Coefficient)*((Length/Radius of gyration)^2) GO

Theoretical Maximum Stress for ANC Code 2017ST Aluminium

Critical stress=34500-(245/sqrt(End Fixity Coefficient))*(Length/Radius of gyration) GO

Theoretical Maximum Stress for ANC Code Spruce

Critical stress=5000-(0.5/End Fixity Coefficient)*((Length/Radius of gyration)^2) GO

Minimum periodic time of SHM for compound pendulum

Time Period SHM=2*pi*sqrt(2*Radius of gyration/Acceleration Due To Gravity) 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 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

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

Modulus Of Elasticity=(Allowable Unit Stress*((unsupported length of column/least dimension)^2))/0.22 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 on Timber Columns for a Single Member is Given Formula

Modulus Of Elasticity=total allowable load*((unsupported length of column/Radius of gyration)^2)/(3.619*area of column)
E=P*((l/k<sub>G</sub>)^2)/(3.619*A)

More formulas

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

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

What is Allowable Unit Stress?

Allowable Unit Stress is the total load or stress allowed on per unit area.In other words, we can say that it is the maximum load allowed per unit area (which is cross-sectional area of the column).

How to Calculate Elasticity Modulus when Allowable Unit Stress on Timber Columns for a Single Member is Given?

Elasticity Modulus when Allowable Unit Stress on Timber Columns for a Single Member is Given calculator uses Modulus Of Elasticity=total allowable load*((unsupported length of column/Radius of gyration)^2)/(3.619*area of column) to calculate the Modulus Of Elasticity, The Elasticity Modulus when Allowable Unit Stress on Timber Columns for a Single Member is Given formula calculates the modulus of elasticity when we have a prior info of the maximum load or stress allowed for timber columns. Modulus Of Elasticity and is denoted by E symbol.

How to calculate Elasticity Modulus when Allowable Unit Stress on Timber Columns for a Single Member is Given using this online calculator? To use this online calculator for Elasticity Modulus when Allowable Unit Stress on Timber Columns for a Single Member is Given, enter total allowable load (P), unsupported length of column (l), Radius of gyration (k_G) and area of column (A) and hit the calculate button. Here is how the Elasticity Modulus when Allowable Unit Stress on Timber Columns for a Single Member is Given calculation can be explained with given input values -> 0.000307 = 10*((0.001/3)^2)/(3.619*1E-06).

FAQ

What is Elasticity Modulus when Allowable Unit Stress on Timber Columns for a Single Member is Given?

The Elasticity Modulus when Allowable Unit Stress on Timber Columns for a Single Member is Given formula calculates the modulus of elasticity when we have a prior info of the maximum load or stress allowed for timber columns and is represented as E=P*((l/k_G)^2)/(3.619*A) or Modulus Of Elasticity=total allowable load*((unsupported length of column/Radius of gyration)^2)/(3.619*area of column). total allowable load is the capacity or can say the maximum load allowed, unsupported length of column is the distance between the end supports of a beam, Radius of gyration or gyradius of a body about an axis of rotation is defined as the radial distance to a point which would have a moment of inertia the same as the body's actual distribution of mass, if the total mass of the body were concentrated there and area of column is the cross-sectional area of the column.

How to calculate Elasticity Modulus when Allowable Unit Stress on Timber Columns for a Single Member is Given?

The Elasticity Modulus when Allowable Unit Stress on Timber Columns for a Single Member is Given formula calculates the modulus of elasticity when we have a prior info of the maximum load or stress allowed for timber columns is calculated using Modulus Of Elasticity=total allowable load*((unsupported length of column/Radius of gyration)^2)/(3.619*area of column). To calculate Elasticity Modulus when Allowable Unit Stress on Timber Columns for a Single Member is Given, you need total allowable load (P), unsupported length of column (l), Radius of gyration (k_G) and area of column (A). With our tool, you need to enter the respective value for total allowable load, unsupported length of column, Radius of gyration and area of column 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 total allowable load, unsupported length of column, Radius of gyration and area of column. 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=(Allowable Unit Stress*((unsupported length of column/least dimension)^2))/0.3
Modulus Of Elasticity=(Allowable Unit Stress*((unsupported length of column/least dimension)^2))/0.22
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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