For floor joist custom sections, the program always set the vibration span to zero and issued a vibration failed design warning. This has been corrected.
See Also
Beam and Column Engineering Design
Beam and Stringer Grades for Post and Timber Sizes (v8.2 - Bug 2588)
LVL Columns (v8.2 - Change 121)
Glulam Shear Load Coefficient Cv Calculation (v8.2 - Bug 2568)
Structural Composite Lumber Lateral Stability Factor KL (v8.2 - Bug 2586)
Combined Axial and Bending Results for High Pf/Pe (v8.2 - Bug 2587)
Design Search for Combined Axial and Bending (v8.2 - Bug 2610)*
Secondary Moment Check Warning (v8.2 - Bug 2587)
Axial Compressive Resistance fc for Sloped Custom Section Beam Bearing Design (v8.2 - Bug 2597)
Small Point Load Bearing in Absence of Point Loads (v8.2 - Bug 2607)
Point Load Bearing Design Note (v8.2 - Change 119)
Span Input Corruption for Long Spans (v8.2 - Bug 2455)
Maximum Shear within Span Warning for Lightly Loaded Spans (v8.2 - Bug 2486)
