Allowable Compressive Stress Parallel to Grain for Intermediate Columns Calculator

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✖ACS in short column of given species is the allowable compressive stress parallel to grain in short column of given species.ⓘ ACS in short column of given species [f_c]			+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%
✖value of k is the measure of k.ⓘ value of k [k]			+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 Intermediate Columns [f]

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Mridul Sharma

Indian Institute of Information Technology (IIIT), Bhopal

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

Rudrani Tidke

Cummins College of Engineering for Women (CCEW), Pune

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

Stress in Extreme Compression Surface when Moment Resistance is Given

stress in extreme compression surface=2*Moment Resistance in Compression/((value of j*width of beam*(distance to centroid of tensile steel^2))*(value of k+2*value of n*value of rho dash)*(1-(distance to centroid of compressive steel/(value of k*distance to centroid of tensile steel)))) GO

Moment Resistance in Compression

Moment Resistance in Compression=0.5*( stress in extreme compression surface*value of j*width of beam*(distance to centroid of tensile steel^2))*(value of k+2*value of n*value of rho dash*(1-(distance to centroid of compressive steel/(value of k*distance to centroid of tensile steel)))) GO

Moment Resisting Capacity of Concrete

Moment Resistance of Concrete=(( stress in extreme compression surface*value of k*width of beam*distance to centroid of tensile steel)/2)*(distance to centroid of tensile steel-(value of k*distance to centroid of tensile steel)/3) 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

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

Allowable Compressive Stress Parallel to Grain for Short Columns

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

< 3 Other formulas that calculate the same Output

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 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 Intermediate Columns Formula

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)
f=f<sub>c</sub>*(1-(((L/d)/k)^4)/3)

More formulas

Allowable Compressive Stress Parallel to Grain for Short Columns GO

Allowable Compressive Stress Parallel to Grain for Long Columns GO

Allowable Compressive Stress in a Rectangular Section GO

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

What is permissible compressive stress?

Permissible stresses are obtained by dividing the ultimate strength of concrete or yield strength of steel (0.2% proof stress) by appropriate factors of safety. The factors of safety used in working stress method are: (i) For concrete (a) in bending compression – 3.0. (b) in direct compression

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

Allowable Compressive Stress Parallel to Grain for Intermediate Columns calculator uses 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) to calculate the ACS parallel to grain in given column, The Allowable Compressive Stress Parallel to Grain for Intermediate Columns formula calculates the maximum stress allowed for compression for intermediate columns which acts 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 Intermediate Columns using this online calculator? To use this online calculator for Allowable Compressive Stress Parallel to Grain for Intermediate Columns, enter ACS in short column of given species (f_c), Unbraced Length of the member (L), least dimension (d) and value of k (k) and hit the calculate button. Here is how the Allowable Compressive Stress Parallel to Grain for Intermediate Columns calculation can be explained with given input values -> -2083332.333333 = 1*(1-(((0.1/0.002)/1)^4)/3).

FAQ

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

The Allowable Compressive Stress Parallel to Grain for Intermediate Columns formula calculates the maximum stress allowed for compression for intermediate columns which acts parallel to the grain and is represented as f=f_c*(1-(((L/d)/k)^4)/3) or 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 in short column of given species is the allowable compressive stress parallel to grain in short column of given species, Unbraced length of the member is defined as the distance between adjacent Points, least dimension is the measure of the shortest side of the column and value of k is the measure of k.

How to calculate Allowable Compressive Stress Parallel to Grain for Intermediate Columns?

The Allowable Compressive Stress Parallel to Grain for Intermediate Columns formula calculates the maximum stress allowed for compression for intermediate columns which acts parallel to the grain is calculated using 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). To calculate Allowable Compressive Stress Parallel to Grain for Intermediate Columns, you need ACS in short column of given species (f_c), Unbraced Length of the member (L), least dimension (d) and value of k (k). With our tool, you need to enter the respective value for ACS in short column of given species, Unbraced Length of the member, least dimension and value of k 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 ACS in short column of given species, Unbraced Length of the member, least dimension and value of k. 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=0.274*Modulus Of Elasticity/(Unbraced Length of the member/least dimension)^2
ACS parallel to grain in given column=0.3*Modulus Of Elasticity/(Unbraced Length of the member/least dimension)^2

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