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Critical Deflection Combinations for Deflection with No Live or No Permanent Loads (v8.11 - Change 106)

If there are no loads on the member that would lead to live deflection or to permanent deflection, the program no longer outputs a line showing the critical load combination for these cases. Previously it was showing the first load combination in the list, leading to paradoxical output like self-weight-only being critical for live deflection, because there were no live loads at all.

See Also

Results Output

Unfactored Strength Results for Custom Post/Timber Sections (v8.11 - Bug 2453)

Column Deflection Diagram Units (v8.11 - Bug 2435)

Tributary Width Format in Design Check Output (v8.11 - Bug 2440)

Joist Vibration Span Nomenclature (v8.11 - Change 107)