Skip to main content
Load linking removes manual reaction transfer. If the column changes (self-weight or section), you do not need to re-enter footing loads by hand. Updates stay linked in real time, which reduces error risk compared to copying values between calcs. When something changes upstream, linked calcs update together.
  • Example: on the deck joist, increase dead load (for example a planter scenario at 25 psf DL). Bending, shear, and bearing on the joist update immediately.
  • Gear icons appear on downstream linked calculations so you know the chain may need a look.
  • Open the deck beam and you might see a limit state go over, for example about 105% bending, while the column can still pass and the pole footing updates embedment and governing checks.
  • With many beams or linked members, use Member Schedule to see which designs pass or fail without opening every calc. Fix the source and let load linking propagate.
One video covers the whole path from beam to column to footing, including live updates. This article covers the live updates and Member Schedule.