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

When Full Span was selected as the span input type, applied moments were not included in the loads analysis and the beam would not be designed for the affects of these moments. This could also happen for other span type input fields, but only if the applied moment was entered after a design was already performed once. This has been corrected, and user applied moments are now always included in loads analysis and design.

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)

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)

Tributary Width in Load Table