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Point Loads used in Bearing Design (Change 73)

When implementing CSA O86 5.5.7.3, Effect of Point Loads Applied near a Support, for bearing resistance, if point loads were applied at two different locations, both of which were within a distance d of the support, the program only included loads from one of the locations. Note that such a scenario would rarely occur in practice, and was revealed through testing, not a user report.

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)

Shear Response Ratio for Point Load Near Support (Bug1801)

Ignore Cantilever Deflection Setting Default (Bug 1381)