For the 1.0D + 1.0Ls load combination, the deflection results were not including the contribution from the sustained live load. This has been corrected.
See Also
Loads Analysis
Dead-Only Combination with Dead Soil Load (v8.1 - Bug 2371)
Magnitude of Concentrated Live Roof Joist Load ( Bug 2428)
Unfactored Reactions for Pattern Load Combination (v8.1 - Bug 2298)
Analysis of Point Loads at End of Cantilever (v8.11 - Bug 2433)
