Current Revision posted to Structural Analysis and Design - Wiki by Sye on 12/2/2013 10:55:59 PM
STAAD.Pro DIRECT ANALYSIS [FAQ]
DirectAnalysis,AISC360-05,AISC360-10
ThispagecontainsFAQsrelatedto
| AppliesTo | |||
| Product(s): | STAAD.Pro | ||
| Version(s): | All | ||
| Environment: | N/A | ||
| Area: | Analysis | ||
| Subarea: | DirectAnalysis | ||
| OriginalAuthor: | Sye Chakraborty,TechnicalSupportGroup | ||
1.InaDIRECTANALYSIS,arethedeflectionsforserviceabilitycheckscomputedusingtheunreducedEandIvalues?
BydefaultSTAADusesthereducedEandIforcalculatingdisplacements.However in STAAD.Prothesection5.37.5ofthe
TechnicalReferenceManual(titledDirectAnalysis),youwillfindmentionofaparameternamedREDUCEDEIwhichcanbesettoavalueof0,forthefullEandItobeconsideredforcomputingsectiondisplacements.