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Secondary Moment Check Warning (v8.2 - Bug 2587)

You are able to disable the check for secondary moment from O86 5.5.10 for combined axial and bending, even though the design code mandates it.

This ability to disable it has been retained for those users who wish to examine the impact of the secondary moment; however, a warning now appears in the output when it is disabled.

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)*

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

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)