Rudrani Tidke
Cummins College of Engineering for Women (CCEW), Pune
Rudrani Tidke has created this Calculator and 100+ more calculators!
Mridul Sharma
Indian Institute of Information Technology (IIIT), Bhopal
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5 Other formulas that you can solve using the same Inputs

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
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

1 Other formulas that calculate the same Output

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 Formula

Length of column=(1.32-Long column load reduction factor)*Radius of gyration of gross concrete area/0.006
l=(1.32-R)*r/0.006
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
Load Reduction Factor when the Ends of the Column are Fixed GO

How do you find the unsupported column length?

To estimate the slenderness ratio of column, lo is taken as the unsupported length and this is considered to be equal to the clear distance between two beams, slabs etc. which provides lateral-support to column. When haunches are there, clear-distance is taken from the bottom of haunches.

How to Calculate Unsupported Column Length for Fixed End Columns when Load Reduction Factor is Given?

Unsupported Column Length for Fixed End Columns when Load Reduction Factor is Given calculator uses Length of column=(1.32-Long column load reduction factor)*Radius of gyration of gross concrete area/0.006 to calculate the Length of column, The Unsupported Column Length for Fixed End Columns when Load Reduction Factor is Given formula is defined as the distance between the end supports of a column. Length of column and is denoted by l symbol.

How to calculate Unsupported Column Length for Fixed End Columns when Load Reduction Factor is Given using this online calculator? To use this online calculator for Unsupported Column Length for Fixed End Columns when Load Reduction Factor is Given, enter Long column load reduction factor (R) and Radius of gyration of gross concrete area (r) and hit the calculate button. Here is how the Unsupported Column Length for Fixed End Columns when Load Reduction Factor is Given calculation can be explained with given input values -> 426.6667 = (1.32-1)*8/0.006.

FAQ

What is Unsupported Column Length for Fixed End Columns when Load Reduction Factor is Given?
The Unsupported Column Length for Fixed End Columns when Load Reduction Factor is Given formula is defined as the distance between the end supports of a column and is represented as l=(1.32-R)*r/0.006 or Length of column=(1.32-Long column load reduction factor)*Radius of gyration of gross concrete area/0.006. Long column load reduction factor is the lower value of working stresses in steel and concrete is adopted by considering the factor of buckling 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 Unsupported Column Length for Fixed End Columns when Load Reduction Factor is Given?
The Unsupported Column Length for Fixed End Columns when Load Reduction Factor is Given formula is defined as the distance between the end supports of a column is calculated using Length of column=(1.32-Long column load reduction factor)*Radius of gyration of gross concrete area/0.006. To calculate Unsupported Column Length for Fixed End Columns when Load Reduction Factor is Given, you need Long column load reduction factor (R) and Radius of gyration of gross concrete area (r). With our tool, you need to enter the respective value for Long column load reduction factor 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 Length of column?
In this formula, Length of column uses Long column load reduction factor and Radius of gyration of gross concrete area. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Length of column=(1.07-Long column load reduction factor)*Radius of gyration of gross concrete area/0.008
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