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ETABS 2016 (Version 16.2.1) Release NotesETABS 2016 V16.2.1 ISO# RELETA1621 2018-01-10 Page 2 Of 2 Frame Design Incidents Resolved * Incident Description 95112 An Incident For Resolved For Beams Designed As Intermediate Moment Frame (IMF) Based On The ACI 318-14, ACI 318-11 And ACI 318-08 Design Codes Where An Explicit Warning Message Was Not Shown 1th, 2024ETABS 2013 Version 13.2.0 Release NotesCambering Beams (e) A Unit Price For Steel. After Changing Design Preferences, Any Individual Beam Overwrites Are Now Re Tained (previously They Were Being Reset To Default). In Addition, All Beam Designs Are Retained And Can Be Checked Against The Ne 3th, 2024ETABS 2013 Version 13.0.0 Release Notes51373 Steel Frame Design Using The "AISC 360-10" And "AISC 360-05" Codes Has Been Enhanced By Providing A Tag In Design Preferences To Include/exclude Stiffness Reduction For The Direct Analysis Method. This Option Can Be Used To Exclude S 1th, 2024.
ETABS 2013 Version 13.1.1 Release NotesETABS 2013 V13.1.0 2013-07-10 Page 2 Frame Design Enhancements Implemented * Incident Description 34602 Steel Frame Design Using The "AISC 360-05" And "AISC 360-10" Codes Have Been Enhance 1th, 2024ETABS 2013 Version 13.1.3 Release NotesInformation Form Where The End Length Offsets > Rigid Zone Factor Could Not Be Specified As A Value Less Than 1.0, But Values Greater Than 1.0 Were Permitted. Now The Correct Range (between 0.0 And 1.0, Inclusive) Is Being Allowed And Enforced. 59249 An Incident Was Resolved That Corrected Minor Typograp 1th, 2024STRUCTURAL MODELING NOTES PART 1 - USING ETABS(a) ACI 318-14; Clause 6.6.3.1.1 (b) ACI 318-14; Clause 6.6.3.1.2 (c) Referred To Similar Concrete Section Subjected To Similar Straining Action (columns Which Are Subjected To Axial Force And Bending Moments). It Is Also Convenient To Use Modifier 0.70 3th, 2024.
ETABS 2016 Tutorial: TrussesNote That For This Example, We Have A Roller At The Right Support. Change The Existing Pin To A Roller By Selecting “Assign”, Then “Joint”, Then “Restraints”. Now, Since This Is A Truss, We Must Release All Of The Internal Moments Since Trusses Do Not Su 2th, 2024ETABS 2016 Tutorial: FramesExample Draw The Shear Force And Bending Moment Diagrams For The Frame Below. The Connection At C Is Rigid. Both Members Are Made From The Same Material And Have The Same Cross-section Properties. Sol 2th, 2024Release Notes Release Version 7.13: UFED Physical Analyzer ...Sony G3121 Xperia XA1 , F5121 Xperia X , D6603 Xperia Z3 Meizu M6 Note, Meilan M6, M621H Meilan Note OnePlus A3010 3T Solved Issues For UFED Physical Analyzer: • A Crash Issue With Cellebrite Reader When Saving Pas File In A Long Path. • Decoding Of Calls For The Alcatel 1016G Device. • Selected Items For Report When Loading PAS File. 2th, 2024.
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