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<br />Current Date: 4/1/2024 6:03 PM <br />Units system: English <br />File name: I:\53\5387 Pullman WSS OCTA Aspire Bakeries\Engineering\Struct\RAM\5387 Phase 2\5387 Base Plates and Anchor Rods - Phase <br />2\5387 Main Building - Phase 2 - Overstrength 2.retx <br />Analysis result <br />Forces diagram printout <br />______________________________________________________________________________________________________________________________ <br />Load conditions: <br />DL=Dead Load <br />DU=Minimum Dead Load <br />LLr=Roof Live Load <br />WDMWF=Wind Down <br />WUMWF=Wind Up <br />WXMWF=Wind in X <br />WZMWF=Wind in Z <br />WDCC=Wind Down <br />WUCC=Wind Up <br />WXCC=Wind in X <br />WZCC=Wind in Z <br />EhX=Seismic in X <br />EhZ=Seismic in Z <br />MEMBER :83 Length :29.551 [ft]Node J :74 <br />Material :A992 Gr50 Section :W 10X49 Node K :77 <br />------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Condition : DL=Dead Load <br />M33 bending moment V2 shear forces <br />Moments [Kip*ft], Length [ft]Forces [Kip], Length [ft] <br />M22 bending moment V3 shear forces <br />Moments [Kip*ft], Length [ft]Forces [Kip], Length [ft] <br />Axial forces Torsional moments <br />Forces [Kip], Length [ft]Moments [Kip*ft], Length [ft] <br />Condition : DU=Minimum Dead Load <br />M33 bending moment V2 shear forces <br />Moments [Kip*ft], Length [ft]Forces [Kip], Length [ft] <br />Page1 <br />12.7 2350 S Pullman St - <br />Phase I3/4/2025