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Tributary Width in Load Table

Formatting of Concentrated Load Width and Magnitude in ASCII Output (v9 - Bug 2831)

In the Load Table for the Analysis results, Design Summary results, and the old-style text output for Design Check results, the program was showing e;g. 9 instead of 9.00 for the load magnitude, and in the Analysis results, showing the wrong number for tributary width. These problems have been corrected.

Units in Area and Concentrated Load Note under Load Table (v9 - Bug 2832)

For both area loads and concentrated loads, the program is now showing the units for tributary width in the Load Table itself rather than in the note below indicating that the column is for Tributary width for those loads. Previously, there was inconsistency between concentrated and area loads in that they use different units (m vs mm or ft. vs in. .

See Also

Loads and Loads Analysis

Automatic Eccentricity of Axial Loads (v9 - Feature 17)

Different Eccentricity for Each Load (v9 - Feature 18)

Importance Factor for Part 9 Snow Loads (v9 - Feature 206)

Importance Category Output (v9 - Change 157)

Default Pattern Load for Roof Joists based on Slope (v9 - Feature 162)

Tributary Width Message Box (v9 - Feature 196)

Applied Moments at End of Full Span (v9 - Bug 2845)

Point Loads at Left End of Rightmost Support (v9 - Bug 2857)

Combining Concentrated and Sustained Live Loads (v9 - Bug 2833)

“Construction” Load Instead of Live Load (v9 - Bug 2852)

Analysis Diagram Dimension Lines (v9 - Bug 2719)

Location and Scale in Point of Interest View Drawing (v9 - Bug 2782)