E |
Emeka |
You should consider adding a BEAM CLAMPING SYSTEM like this to SkyCIV, where the validated strength per connection is known from the manufacturer, and then the Utilization for each connection can be calculated (Separation and Lateral Sliding)
www.beamclamp.com/case-studies/detail/pulley-track-for-temporary-construction-pulley
It should be added to S3D, and it shall be possible to add it at each H-Beam Junction