Elasticity Modulus when Allowable Compressive Stress in a Rectangular Section is Given Calculator

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✖ACS parallel to grain in given column is the allowable compressive stress parallel to grain in given species.ⓘ ACS parallel to grain in given column [f]			+10% -10%
✖Unbraced length of the member is defined as the distance between adjacent Points.ⓘ Unbraced Length of the member [L]			+10% -10%
✖least dimension is the measure of the shortest side of the column.ⓘ least dimension [d]			+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 Compressive Stress in a Rectangular Section is Given [E]

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Mridul Sharma

Indian Institute of Information Technology (IIIT), Bhopal

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

Ishita Goyal

Meerut Institute of Engineering and Technology (MIET), Meerut

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

Critical Elastic Moment

Critical elastic moment=((Moment Gradient Factor*pi)/Unbraced Length of the member)*sqrt(((Modulus Of Elasticity*Moment of Inertia about Y-axis*Shear Modulus*Torsional constant)+(Moment of Inertia about Y-axis*Warping Constant*((pi*Modulus Of Elasticity)/(Unbraced Length of the member)^2)))) GO

Critical Elastic Moment for Box Sections and Solid Bars

Critical elastic moment=(57000*Moment Gradient Factor*sqrt(Torsional constant*Area of cross section))/(Unbraced Length of the member/Radius of gyration about minor axis) GO

Simplifying Term for Allowable Stress Equations

Simplifying term for Fb=((Unbraced Length of the member/Radius of gyration )^2*minimum specified yield stress of steel)/(510000*Moment Gradient Factor) GO

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

Allowable Stress when Area of Compression Flange is Solid and Not Less than Tension Flange

Maximum fiber stress=12000*Moment Gradient Factor/((Unbraced Length of the member*Depth of the Beam)/Area of compression flange) 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

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

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

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 Compressive Stress in a Rectangular Section is Given Formula

Modulus Of Elasticity=(ACS parallel to grain in given column*(Unbraced Length of the member/least dimension)^2)/0.3
E=(f*(L/d)^2)/0.3

More formulas

Allowable Compressive Stress Parallel to Grain for Short Columns GO

Allowable Compressive Stress Parallel to Grain for Intermediate Columns GO

Allowable Compressive Stress Parallel to Grain for Long Columns GO

Allowable Compressive Stress in a Rectangular Section GO

What do you mean by Modulus of elasticity?

Modulus of elasticity is a measure of stiffness, with higher-modulus materials exhibiting less deformation under load compared to low-modulus materials. When making a repair, the modulus of elasticity should be similar to that of the concrete substrate. This allows for uniform load transfer across a repaired section.

How to Calculate Elasticity Modulus when Allowable Compressive Stress in a Rectangular Section is Given?

Elasticity Modulus when Allowable Compressive Stress in a Rectangular Section is Given calculator uses Modulus Of Elasticity=(ACS parallel to grain in given column*(Unbraced Length of the member/least dimension)^2)/0.3 to calculate the Modulus Of Elasticity, The Elasticity Modulus when Allowable Compressive Stress in a Rectangular Section is Given formula calculates Modulus of elasticity when we have a prior info of the maximum allowed compressive stress in a rectangular section. Modulus Of Elasticity and is denoted by E symbol.

How to calculate Elasticity Modulus when Allowable Compressive Stress in a Rectangular Section is Given using this online calculator? To use this online calculator for Elasticity Modulus when Allowable Compressive Stress in a Rectangular Section is Given, enter ACS parallel to grain in given column (f), Unbraced Length of the member (L) and least dimension (d) and hit the calculate button. Here is how the Elasticity Modulus when Allowable Compressive Stress in a Rectangular Section is Given calculation can be explained with given input values -> 16.66667 = (2*(0.1/0.002)^2)/0.3.

FAQ

What is Elasticity Modulus when Allowable Compressive Stress in a Rectangular Section is Given?

The Elasticity Modulus when Allowable Compressive Stress in a Rectangular Section is Given formula calculates Modulus of elasticity when we have a prior info of the maximum allowed compressive stress in a rectangular section and is represented as E=(f*(L/d)^2)/0.3 or Modulus Of Elasticity=(ACS parallel to grain in given column*(Unbraced Length of the member/least dimension)^2)/0.3. ACS parallel to grain in given column is the allowable compressive stress parallel to grain in given species, Unbraced length of the member is defined as the distance between adjacent Points and least dimension is the measure of the shortest side of the column.

How to calculate Elasticity Modulus when Allowable Compressive Stress in a Rectangular Section is Given?

The Elasticity Modulus when Allowable Compressive Stress in a Rectangular Section is Given formula calculates Modulus of elasticity when we have a prior info of the maximum allowed compressive stress in a rectangular section is calculated using Modulus Of Elasticity=(ACS parallel to grain in given column*(Unbraced Length of the member/least dimension)^2)/0.3. To calculate Elasticity Modulus when Allowable Compressive Stress in a Rectangular Section is Given, you need ACS parallel to grain in given column (f), Unbraced Length of the member (L) and least dimension (d). With our tool, you need to enter the respective value for ACS parallel to grain in given column, Unbraced Length of the member 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 ACS parallel to grain in given column, Unbraced Length of the member 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=(Allowable Unit Stress*((unsupported length of column/least dimension)^2))/0.22
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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