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DR. Stewart, thank you for a deep example on Shear and Moment Diagrams from the Statics playbook.
If the couple moment of 9kN.m acts anywhere along the beam, why was it left out of the equilibrium equations for the sections?
one questionhowcome there is no Dx reaction force at pin support @ Dtimestamp aprx 4 minkind regards :)
DR. Stewart, thank you for a deep example on Shear and Moment Diagrams from the Statics playbook.
If the couple moment of 9kN.m acts anywhere along the beam, why was it left out of the equilibrium equations for the sections?
one question
howcome there is no Dx reaction force at pin support @ D
timestamp aprx 4 min
kind regards :)