Maximum bending moment if maximum bending stress is given for strut with axial and point load evaluator uses Maximum Bending Moment In Column = Maximum bending stress*(Column Cross Sectional Area*(Least Radius of Gyration Column^2))/(Distance from Neutral Axis to Extreme Point) to evaluate the Maximum Bending Moment In Column, Maximum bending moment if maximum bending stress is given for strut with axial and point load formula is defined as the maximum turning force that causes bending in a strut when it is subjected to compressive axial thrust and a transverse point load at the centre, which is critical in determining the strut's structural integrity. Maximum Bending Moment In Column is denoted by M symbol.
How to evaluate Maximum bending moment if maximum bending stress is given for strut with axial and point load using this online evaluator? To use this online evaluator for Maximum bending moment if maximum bending stress is given for strut with axial and point load, enter Maximum bending stress (σbmax), Column Cross Sectional Area (Asectional), Least Radius of Gyration Column (rleast) & Distance from Neutral Axis to Extreme Point (c) and hit the calculate button.