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Small Point Load Bearing in Absence of Point Loads (v8.2 - Bug 2607)

In the Bearing results, the program outputs a very small value of Pt Load bearing (CSA 5.5.7.3) even when there are no point loads within a distance d of that support.

Now, the program does not show the Pt Load bearing line if there are no point loads at supports. However, the small value will still appear at supports that do not have point loads if the Pt Load bearing line is shown.

This small value is in fact from line loads over an end support outside of a design span, and can be removed by turning on the checkbox in the Load Input view "Line/area loads applied over design span only".

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)

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)

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)