Recent content by Antex

Could you explain me the difference if there was no overhang at A, and the UDL ended at A? Is there a different process in calculation in that case? And also: 11200 N is then 112 kN? or would it be N/m and then 1.12 kN?

Just N?

Homework Statement Problem: For the beam according to the image, solve graphical and analytical: 1.) Reactions in the supports, 2.) Bending moment diagram, 3.) Maximum bending moment Given variables: F = 14 kN q = 40 N/cm a = 100 cm b = 55 cm l = 180 cm Homework Equations This is a Beam...