For beam-girder connection design, how do you prompt RAM for cases where there are beams on opposite sides of the girder that share the same bolts. i.e. clip angles on either same sharing bolts, with unique loadings from each side?
↧
For beam-girder connection design, how do you prompt RAM for cases where there are beams on opposite sides of the girder that share the same bolts. i.e. clip angles on either same sharing bolts, with unique loadings from each side?