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).