I am trying to design a beam supporting the load from a roof with tied rafters. I can load link the reaction from a typical rafter but I cannot load link the reaction from a rafter created with the roof tie. There is no difference when it comes to the loads on the wall.
The work-around is to create a dummy rafter calc so that load linking works, but this should not be necessary. The dummy calc also has to be set to 2xL so that the beam takes the full load of each rafter since there is no ridge beam.
Is this a bug or is there a reason this load cannot be linked in ClearCalcs?