Stress due to Longitudinal Bending at Top most Fibre of Cross Section evaluator uses Stress Bending Moment at Topmost of Cross Section = Bending Moment at Support/(Value of k1 depending on Saddle Angle*pi*(Shell Radius)^(2)*Shell Thickness) to evaluate the Stress Bending Moment at Topmost of Cross Section, Stress due to Longitudinal Bending at Top most Fibre of Cross Section refers to the amount of stress that develops at the outermost or topmost layer of a beam or structural element when a bending moment is applied. Stress Bending Moment at Topmost of Cross Section is denoted by f1 symbol.
How to evaluate Stress due to Longitudinal Bending at Top most Fibre of Cross Section using this online evaluator? To use this online evaluator for Stress due to Longitudinal Bending at Top most Fibre of Cross Section, enter Bending Moment at Support (M1), Value of k1 depending on Saddle Angle (k1), Shell Radius (R) & Shell Thickness (t) and hit the calculate button.