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
Share Image
Let Others Know
Facebook
Twitter
Reddit
LinkedIn
Email
WhatsApp
Copied!