In a HSS column splice connections, checks for the "yielding of the end plate" is taken the same to the "tensile strength of bolts". please advise. Model and results attached. Results.pdf HSS CS error.zip

In truss connection of HSS (chord and branch), in the interaction equation (last check) it uses the maximum ratios from each case of loading, when in interaction equation we should use each maximum ratio with its corresponding ratio. Attached a model…