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Number of Deflection Points (Change 50)

The number of points for each span that are used to determine the maximum deflection within that span and that are used to plot the deflection diagram has been increased from 5 to 25. Occasionally this can result in slightly increased accuracy in determining the point of maximum deflection. Previously, deflection not occurring at the mid-span of the member could be neglected in favour of the mid-span deflection (the one at the 3rd of 5 evaluation points)

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)

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)

Ignore Cantilever Deflection Setting Default (Bug 1381)