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
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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
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
Load Reduction Factor when the Ends of the Column are Fixed
Long column load reduction factor=1.32-(0.006*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

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

Radius of Gyration for Single Curvature Bent Member when Load Reduction Factor is Given Formula

Radius of gyration of gross concrete area=1.07-(0.008*Length of column/Long column load reduction factor)
r=1.07-(0.008*l/R)
More formulas
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
Load Reduction Factor when the Ends of the Column are Fixed GO

What is radius of gyration in simple words?

Radius of gyration or gyradius of a body about an axis of rotation is defined as the radial distance to a point which would have a moment of inertia the same as the body's actual distribution of mass, if the total mass of the body were concentrated there. One can represent a trajectory of a moving point as a body.

How to Calculate Radius of Gyration for Single Curvature Bent Member when Load Reduction Factor is Given?

Radius of Gyration for Single Curvature Bent Member when Load Reduction Factor is Given calculator uses Radius of gyration of gross concrete area=1.07-(0.008*Length of column/Long column load reduction factor) to calculate the Radius of gyration of gross concrete area, The Radius of Gyration for Single Curvature Bent Member when Load Reduction Factor is Given formula is defined as the distribution of cross sectional area in a column around its centroidal axis. Radius of gyration of gross concrete area and is denoted by r symbol.

How to calculate Radius of Gyration for Single Curvature Bent Member when Load Reduction Factor is Given using this online calculator? To use this online calculator for Radius of Gyration for Single Curvature Bent Member when Load Reduction Factor is Given, enter Length of column (l) and Long column load reduction factor (R) and hit the calculate button. Here is how the Radius of Gyration for Single Curvature Bent Member when Load Reduction Factor is Given calculation can be explained with given input values -> 1.03 = 1.07-(0.008*5/1).

FAQ

What is Radius of Gyration for Single Curvature Bent Member when Load Reduction Factor is Given?
The Radius of Gyration for Single Curvature Bent Member when Load Reduction Factor is Given formula is defined as the distribution of cross sectional area in a column around its centroidal axis and is represented as r=1.07-(0.008*l/R) or Radius of gyration of gross concrete area=1.07-(0.008*Length of column/Long column load reduction factor). 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 Long column load reduction factor is the lower value of working stresses in steel and concrete is adopted by considering the factor of buckling.
How to calculate Radius of Gyration for Single Curvature Bent Member when Load Reduction Factor is Given?
The Radius of Gyration for Single Curvature Bent Member when Load Reduction Factor is Given formula is defined as the distribution of cross sectional area in a column around its centroidal axis is calculated using Radius of gyration of gross concrete area=1.07-(0.008*Length of column/Long column load reduction factor). To calculate Radius of Gyration for Single Curvature Bent Member when Load Reduction Factor is Given, you need Length of column (l) and Long column load reduction factor (R). With our tool, you need to enter the respective value for Length of column and Long column load reduction factor 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 Radius of gyration of gross concrete area?
In this formula, Radius of gyration of gross concrete area uses Length of column and Long column load reduction factor. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Radius of gyration of gross concrete area=1.32-(0.006*Length of column/Long column load reduction factor)
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