Alen2323
Guest
I am not referring to these because I know them bn, but rather as I have already asked another type of formulas that concern how to calculate the shift and rotations for each point of the tree and for every type of bond and load in both cases both when the tree is vertically loaded from the biella and horizontal .... we have to deal with a beam having a hug and more in space.. the thing is not so simple because in the hyperstatic unknowns we have to do with the twisting moments unknown... .


