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Axial Compressive Resistance fc for Sloped Custom Section Beam Bearing Design (v8.2 - Bug 2597)

Database Editor did not allow input of the axial compressive resistance, fc, value for parallel-to-grain compressive resistance for beams, so that for custom databases, the compression angle-to-grain bearing resistance for sloped members from CSA O86 5.5.8 used a random value for fc and resulted in nonsensical output for bearing resistance. You can now enter fc for beams in database editor. Existing custom database files should be modified to include an fc value.

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)

Vibration Design for Custom Floor Joist Sections (v8.2 - Bug 2545)

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)