Allowable Compressive Stress Parallel to Grain for Long Columns Calculator

Category	Engineering ↺
Engineering	Civil ↺
Civil	Timber Engineering ↺
Timber-Engineering	Forest Products Laboratory Recommendations ↺

✖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.ⓘ Modulus Of Elasticity [E]			+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%

✖ACS parallel to grain in given column is the allowable compressive stress parallel to grain in given species.ⓘ Allowable Compressive Stress Parallel to Grain for Long Columns [f]

⎘ Copy

👎 Report Issue!

👍 Share Now!

You are here:

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

Maximum and Center Deflection of Cantilever Beam carrying Point Load at any point

Deflection=(Point Load acting on the Beam*(Distance from end A^2)*(3*Length-Distance from end A))/(6*Modulus Of Elasticity*Area Moment of Inertia) GO

Maximum and Center Deflection of Simply Supported Beam carrying UDL over its entire Length

Deflection=(5*Uniformly Distributed Load*(Length^4))/(384*Modulus Of Elasticity*Area Moment of Inertia) GO

Maximum and Center Deflection of Simply Supported Beam carrying Point Load at Center

Deflection=(Point Load acting on the Beam*(Length^3))/(48*Modulus Of Elasticity*Area Moment of Inertia) GO

Maximum and Center Deflection of Cantilever Beam carrying Point Load at Free End

Deflection=(Point Load acting on the Beam*(Length^3))/(3*Modulus Of Elasticity*Area Moment of Inertia) GO

Maximum and Center Deflection of Cantilever Beam with Couple Moment at Free End

Deflection=(Couple Moment*(Length^2))/(2*Modulus Of Elasticity*Area Moment of Inertia) GO

Bending Moment when Strain Energy in Bending is Given

Bending moment=sqrt(Strain Energy*(2*Modulus Of Elasticity*Moment of Inertia)/Length) GO

Strain Energy in Bending when Angle Through which One Beam Rotates wrt Other End is Given

Strain Energy=Modulus Of Elasticity*Moment of Inertia*(Angle of Twist^2)/(2*Length) GO

Length over which Deformation Takes Place when Strain Energy in Bending is Given

Length=Strain Energy*(2*Modulus Of Elasticity*Moment of Inertia)/(Bending moment^2) GO

Moment of Inertia when Strain Energy in Bending is Given

Moment of Inertia=Length*(Bending moment^2)/(2*Strain Energy*Modulus Of Elasticity) GO

Strain Energy in Bending

Strain Energy=(Bending moment^2)*Length/(2*Modulus Of Elasticity*Moment of Inertia) GO

Stress using Hook's Law

Stress=Modulus Of Elasticity*Engineering strain GO

< 3 Other formulas that calculate the same Output

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 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 Compressive Stress Parallel to Grain for Short Columns

ACS parallel to grain in given column=ACS in short column of given species GO

Allowable Compressive Stress Parallel to Grain for Long Columns Formula

ACS parallel to grain in given column=0.274*Modulus Of Elasticity/(Unbraced Length of the member/least dimension)^2
f=0.274*E/(L/d)^2

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 in a Rectangular Section GO

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

How do you calculate allowable compressive stress?

Divide the yield strength by the factor of safety to calculate the allowable stress. For example: allowable stress of A36 steel = 36,000 psi / 4.0 = 9,000 pounds per square inch.

How to Calculate Allowable Compressive Stress Parallel to Grain for Long Columns?

Allowable Compressive Stress Parallel to Grain for Long Columns calculator uses ACS parallel to grain in given column=0.274*Modulus Of Elasticity/(Unbraced Length of the member/least dimension)^2 to calculate the ACS parallel to grain in given column, The Allowable Compressive Stress Parallel to Grain for Long Columns formula calculates the maximum permissive stress for compression for long columns which is parallel to the grain. ACS parallel to grain in given column and is denoted by f symbol.

How to calculate Allowable Compressive Stress Parallel to Grain for Long Columns using this online calculator? To use this online calculator for Allowable Compressive Stress Parallel to Grain for Long Columns, enter Modulus Of Elasticity (E), Unbraced Length of the member (L) and least dimension (d) and hit the calculate button. Here is how the Allowable Compressive Stress Parallel to Grain for Long Columns calculation can be explained with given input values -> 1.096 = 0.274*10000/(0.1/0.002)^2.

FAQ

What is Allowable Compressive Stress Parallel to Grain for Long Columns?

The Allowable Compressive Stress Parallel to Grain for Long Columns formula calculates the maximum permissive stress for compression for long columns which is parallel to the grain and is represented as f=0.274*E/(L/d)^2 or ACS parallel to grain in given column=0.274*Modulus Of Elasticity/(Unbraced Length of the member/least dimension)^2. 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, 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 Allowable Compressive Stress Parallel to Grain for Long Columns?

The Allowable Compressive Stress Parallel to Grain for Long Columns formula calculates the maximum permissive stress for compression for long columns which is parallel to the grain is calculated using ACS parallel to grain in given column=0.274*Modulus Of Elasticity/(Unbraced Length of the member/least dimension)^2. To calculate Allowable Compressive Stress Parallel to Grain for Long Columns, you need Modulus Of Elasticity (E), Unbraced Length of the member (L) and least dimension (d). With our tool, you need to enter the respective value for Modulus Of Elasticity, 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 ACS parallel to grain in given column?

In this formula, ACS parallel to grain in given column uses Modulus Of Elasticity, Unbraced Length of the member and least dimension. We can use 3 other way(s) to calculate the same, which is/are as follows -

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

Facebook
Twitter
WhatsApp
Reddit
LinkedIn
E-Mail

Let Others Know

✖

Facebook

Twitter

Copied!