HomeStep By Step Procedure of Input Value In Etabs By Various Code With Analysis And Design
Step By Step Procedure of Input Value In Etabs By Various Code With Analysis And Design
Step By Step Procedure of Input Value In Etabs By Various Code With Analysis And DesignStep By Step Procedure of Input Value In Etabs By Various Code With Analysis And DesignStep By Step Procedure of Input Value In Etabs By Various Code With Analysis And Design

Step By Step Procedure of Input Value In Etabs By Various Code With Analysis And Design

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The main objective of this manual is to set a guideline to be followed by structural design team during phases of structural modeling using CSI software (ETABS), and structural analysis.

This manual contains parameters, procedures and recommendations concern mostly about reinforced concrete structures and that comply with the CSI manuals and technical papers as well as the common design codes as listed hereafter;

American: • ACI 318-14 • ASCE 7-10

Eurocode: • EC2; EN 1992-1-1:2004 • EC8; EN 1998-1:2004

British: • BS 8110-1:1997 & 2:1985 • BS 6399-1&2&3

Egyptian: • ECP 203-2007 • ECP 201-2012



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 MENU 24

14. ANALYZE MENU 26

15. DESIGN PREFERENCES 28

16. POST ANALYSIS CHECKS 31

17. IMPORTANT NOTES ON LATERAL DRIFT RESULTS 33

18. COMPUTING P-DELTA EFFECT 34

19. COMPUTING TORSIONAL AMPLIFICATION 42

20. COMPUTING THE LATERAL DRIFT 45

PART 2 - USING SAFE 50

1. INTRODUCTION 51

2. DEFINE SOIL SUBGRADE PROPERTIES 51

3. DEFINE POINT SPRING PROPERTIES 51

4. DEFINE LOAD CASES 52

5. DEFINE LOAD COMBINATIONS 56

6. RUN > CRACKING ANALYSIS OPTIONS 57

7. PUNCHING SHEAR DESIGN 61

8. DISPLAY CRACK WIDTH 62

9. IMPORTANT DIFFERENCES BETWEEN ETABS AND SAFE 64

PART 3 - USING SAP2000 65

1. INTRODUCTION 66

2. DEFINE JOINT PATTERNS 66

3. ASSIGN JOINT PATTERNS 66

4. ASSIGN AREA LOADS > SURFACE PRESSURE 68

5. DISPLAY LOAD ASSIGNS > AREA 69


  1. Define concrete material property data 5
  2. Definition steel rebar material property 6
  3. ASCE 7-10 response spectrum 10
  4. UBC97 response spectrum 11
  5. EUROCODE8-2004 horizontal response spectrum 12
  6. EUROCODE8-2004 vertical response spectrum 13
  7. Mass source data 13
  8. P-Delta options in ACI, BS and ECP 14
  9. Modal case data 15
  10. Load patterns 16
  11. Wind load pattern in ASCE 7-10 17
  12. Wind load pattern in BS 6399-95 18
  13. Seismic load pattern in ASCE 7-10 19
  14. Seismic load pattern in UBC97 20
  15. Seismic load pattern in EUROCODE8-2004 21
  16. Response spectrum load case 22
  17. Default design combinations 23
  18. Auto construction sequence load case 24
  19. Wind pressure coefficient 26
  20. Check model check list 27
  21. Concrete frame design preferences 28
  22. Shear wall design preferences 29
  23. Concrete slab design preferences 30
  24. Check box to display modal response 31
  25. Structure period and mass participation ratios 31
  26. Check box to display base reactions 32
  27. Base vertical and seismic reactions 32
  28. Entering scale factor 33
  29. Pile spring property data 51
  30. STD Load case 52
  31. Case2 Load case 53
  32. LTD Load case 54
  33. STDD load case 55
  34. Non-linear case for up-lift 60
  35. Long Term Deflection Load combinations 56
  36. Options for cracking analysis 57
  37. Punching shear ratio display 61
  38. Punching shear design overwrites 61
  39. Punching shear design RFT 62
  40. Crack width dialogue box 63
  41. Assign joint pattern data 67
  42. Assign area surface pressure load 68
  43. Area surface pressure display 69
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