This page contains Wikis related to the timber design in STAAD.Pro.

1. Structure is a plane frame. Members are of rectangular cross section, all in timber. Beta Angle is 0.0. The analysis results are OK (They show MY to be 0.0). But the timber design output shows values of out-of-plane bending stresses (fby) to be non-zero. What is the reason?
2. How do I define or assign a timber material ?
3. Explanation on properties listed in the timber database in STAAD.Pro