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Unfactored Reactions for Pattern Load Combination (v8.1 - Bug 2298)

For a load type that is patterned (i.e. L or S), the program showed in the Reactions and Bearing table the unfactored reaction for that type from the critical factored load combination if it is a pattern combination, rather than the largest unfactored reaction for that type from any pattern load combination. As the main purpose of this table is to manually use these reactions to load a supporting member, the supporting member would not necessarily have been loaded with the heaviest load possible for that load type.
The program now uses the load unfactored reaction from the load combination with the heaviest reaction for that load type.

See Also

Loads Analysis

Dead-Only Combination with Dead Soil Load (v8.1 - Bug 2371)

Magnitude of Concentrated Live Roof Joist Load ( Bug 2428)

Sustained Live Load Deflection in D + Ls Combination (v8.1 - Bug 2372)

Analysis of Point Loads at End of Cantilever (v8.11 - Bug 2433)