Transcription of STRUCTURAL MODELING NOTES PART 1 - USING ETABS
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STRUCTURAL MODELING NOTES PART 1 - USING ETABS
STRUCTURAL MODELING NOTES Date: JULY 2019 Rev.: Prepared by: Dr. Mahmoud El-Kateb P a g e | 1 STRUCTURAL MODELING NOTES PART 1 - USING ETABS STRUCTURAL MODELING NOTES Date: JULY 2019 Rev.: Prepared by: Dr. Mahmoud El-Kateb P a g e | 2 TABLE OF CONTENTS 1. INTRODUCTION .. 5 2. DEFINE MATERIAL PROPERTIES .. 5 3. DEFINE SECTION PROPERTIES .. 7 4. DEFINE DIAPHRAGMS .. 9 5. DEFINE RESPONSE SPECTRUM FUNCTION .. 10 6. DEFINE MASS SOURCE .. 13 7. DEFINE P-DELTA OPTIONS .. 14 8. DEFINE MODAL CASES .. 15 9. DEFINE LOAD PATTERNS .. 16 10. DEFINE LOAD CASES .. 22 11. DEFINE LOAD COMBINATIONS .. 23 12. DEFINE AUTO CONSTRUCTION SEQUENCE CASE .. 23 13. ASSIGN 24 14. ANALYZE MENU .. 26 15. DESIGN PREFERENCES.
(b) EC2 ; EN 1992 -1 1:2004 clause 3.1.3 (c) BS 8110-2:1985; clause 7.2 (d) ECP 203-2007; clause 2.3.3.1 (e) When the design code in concrete frame design preferences is changed to ACI 318 or BS 8110, the specified concrete compressive strength option is automatically changed to f c ` or f cu, respectively, but without changing the entered ...
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