Rudrani Tidke
Cummins College of Engineering for Women (CCEW), Pune
Rudrani Tidke 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

Allowable Unit Load for Longleaf Yellow Pine Lumber
allowable unit load for southern cypress=1450*(1-0.00000162*(Length of column/Least dimension of lumber cross section )^4) GO
Allowable Unit Load for Hemlock Lumber
allowable unit load for southern cypress=700*(1-0.00000097*(Length of column/Least dimension of lumber cross section )^4) GO
Unsupported Column Length for Single Curvature Bent Member when Load Reduction Factor is Given
Length of column=(1.07-Long column load reduction factor)*Radius of gyration of gross concrete area/0.008 GO
Radius of Gyration for Single Curvature Bent Member when Load Reduction Factor is Given
Radius of gyration of gross concrete area=1.07-(0.008*Length of column/Long column load reduction factor) GO
Unsupported Column Length for Fixed End Columns when Load Reduction Factor is Given
Length of column=(1.32-Long column load reduction factor)*Radius of gyration of gross concrete area/0.006 GO
Radius of Gyration for Fixed End Columns when Load Reduction Factor is Given
Radius of gyration of gross concrete area=1.32-(0.006*Length of column/Long column load reduction factor) GO
Load Reduction Factor when the Member is Bent in a Single Curvature
Long column load reduction factor=1.07-(0.008*Length of column/Radius of gyration of gross concrete area) GO
Smallest Moment of Inertia Allowable at Worst Section for Wrought Iron
Area Moment Of Inertia=Allowable Load*(Length of column^2) GO
Smallest Moment of Inertia Allowable at Worst Section for Medium Carbon Steel
Moment of Inertia=Allowable Load*(Length of column^2) GO
Smallest Moment of Inertia Allowable at Worst Section for Low Carbon Steel
Moment of Inertia=Allowable Load*(Length of column^2) GO
Smallest Moment of Inertia Allowable at Worst Section for Cast Iron
Moment of Inertia=Allowable Load*(Length of column^2) GO

1 Other formulas that calculate the same Output

Load Reduction Factor when the Member is Bent in a Single Curvature
Long column load reduction factor=1.07-(0.008*Length of column/Radius of gyration of gross concrete area) GO

Load Reduction Factor when the Ends of the Column are Fixed Formula

Long column load reduction factor=1.32-(0.006*Length of column/Radius of gyration of gross concrete area)
R=1.32-(0.006*l/r)
More formulas
Radius of Gyration for Single Curvature Bent Member when Load Reduction Factor is Given GO
Unsupported Column Length for Single Curvature Bent Member when Load Reduction Factor is Given GO
Load Reduction Factor when the Member is Bent in a Single Curvature GO
Radius of Gyration for Fixed End Columns when Load Reduction Factor is Given GO
Unsupported Column Length for Fixed End Columns when Load Reduction Factor is Given GO

Long column Load Reduction Factor

If the relative lateral displacement of the ends of the columns is prevented and the member is bent in a single curvature, applied axial loads and moments should be divided by R from (R cannot exceed 1.0)

How to Calculate Load Reduction Factor when the Ends of the Column are Fixed?

Load Reduction Factor when the Ends of the Column are Fixed calculator uses Long column load reduction factor=1.32-(0.006*Length of column/Radius of gyration of gross concrete area) to calculate the Long column load reduction factor, The Load Reduction Factor when the Ends of the Column are Fixed formula is defined as in the design of such columns considering the factor of buckling, lower value of working stresses in steel and concrete is adopted, by multiplying the general working stresses by the reduction coefficient. Long column load reduction factor and is denoted by R symbol.

How to calculate Load Reduction Factor when the Ends of the Column are Fixed using this online calculator? To use this online calculator for Load Reduction Factor when the Ends of the Column are Fixed, enter Length of column (l) and Radius of gyration of gross concrete area (r) and hit the calculate button. Here is how the Load Reduction Factor when the Ends of the Column are Fixed calculation can be explained with given input values -> 1.31625 = 1.32-(0.006*5/8).

FAQ

What is Load Reduction Factor when the Ends of the Column are Fixed?
The Load Reduction Factor when the Ends of the Column are Fixed formula is defined as in the design of such columns considering the factor of buckling, lower value of working stresses in steel and concrete is adopted, by multiplying the general working stresses by the reduction coefficient and is represented as R=1.32-(0.006*l/r) or Long column load reduction factor=1.32-(0.006*Length of column/Radius of gyration of gross concrete area). Length of column is the distance between two points where a column gets its fixity of support so its movement is restrained in all directions and Radius of gyration of gross concrete area is used to describe the distribution of cross sectional area in a column around its centroidal axis.
How to calculate Load Reduction Factor when the Ends of the Column are Fixed?
The Load Reduction Factor when the Ends of the Column are Fixed formula is defined as in the design of such columns considering the factor of buckling, lower value of working stresses in steel and concrete is adopted, by multiplying the general working stresses by the reduction coefficient is calculated using Long column load reduction factor=1.32-(0.006*Length of column/Radius of gyration of gross concrete area). To calculate Load Reduction Factor when the Ends of the Column are Fixed, you need Length of column (l) and Radius of gyration of gross concrete area (r). With our tool, you need to enter the respective value for Length of column and Radius of gyration of gross concrete area 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 Long column load reduction factor?
In this formula, Long column load reduction factor uses Length of column and Radius of gyration of gross concrete area. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Long column load reduction factor=1.07-(0.008*Length of column/Radius of gyration of gross concrete area)
Share Image
Let Others Know
Facebook
Twitter
Reddit
LinkedIn
Email
WhatsApp
Copied!