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Different Eccentricity for Each Load (v9 - Feature 18)

It is now possible to enter an eccentricity separately for each load, to model for example the situation where some loads are transferred to the column from a beam resting on the top of the column and others enter via a bracket on the side.

This feature eliminates the need for a message box to appear reminding you that eccentricities apply to all loads, which many users found annoying.

Note that the new Auto-eccentricity feature (v9 - Feature 17 above) applies to all loads, so that you do not have to set this checkbox for each load on the member. In most cases, when an eccentricity that is a percentage of member width is applied, it is required to be applied to all loads.

See Also

Loads and Loads Analysis

Automatic Eccentricity of Axial Loads (v9 - Feature 17)

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)

Tributary Width in Load Table