The default setting in the program was to ignore cantilever deflections when designing, however, since this was non-conservative, the default setting has been changed to not ignore cantilever deflections.
See Also
Other Engineering Design
Steel Beam Design
Absolute Deflection Check (Feature 8)
Vibration Design Criterion (Feature 10)
Custom SCL Sections (Feature 151)
Lumber n-ply Stud Database for Walls (Feature 33)
Number of Deflection Points (Change 50)
Inconsistency in Shear Design Search vs Design Check (Change 101)
Weak Axis Glulam Values (Bug 2358)
Maximum Shear in the Span of Member Warning (Bug 2172)
Strength Adjustment for Members Loaded on Narrow Face (Bug 2178)
Point Loads used in Bearing Design (Change 73)
Shear Response Ratio for Point Load Near Support (Bug1801)
