Its a matter of preference, unlike moment and shear in the positive sign convention for the left side or right side of the beam. For summation of moments in the clockwise or cc its a matter of preference and you’d still get the same value for the support reactions, that is if you have the correct FBD.
I still cannot understand how this method will differ from finding IL for beam
keep asking myself what's the ..ing point of a high tuition if the profs can't explain concepts they have been teaching for years. Man thanks
thanks a lot appreciate your work , but i really would like you to explain how to draw the deflection and how to get the slop for frames
Do you have an example for moment?
You just saved me. Do you one for moment?
THANK YOU 💕
awesome video!
What kind sick person assumes Moments positive in the clockwise direction?..
Its a matter of preference, unlike moment and shear in the positive sign convention for the left side or right side of the beam. For summation of moments in the clockwise or cc its a matter of preference and you’d still get the same value for the support reactions, that is if you have the correct FBD.