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Beam and Stringer Grades for Post and Timber Sizes (v8.2 - Bug 2588)

Sizer did not allow you to override the post and timber grade values in Table 5.3.1 D with the beam and stringer values in Table 5.3.1 C, as the note 2 in table 5.3.1D allows, based on the posts having been graded to beam and stringer rules. A setting has been added to the Design Settings allowing this. It defaults to unchecked, and is saved to both the project file and the ini file as default for new files.

See Also

Beam and Column Engineering Design

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)

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)