In our model, for the brace, we have given a KZ and KY of 0.65. But in the steel design, the length considered is full length only. Staad is not considering the KZ and KY parameter . Can anyone help!

In our model, for the brace, we have given a KZ and KY of 0.65. But in the steel design, the length considered is full length only.

Staad is not considering the KZ and KY parameter . Can anyone help!