1 2
play

1 2 3 The Industry Standard The Industry Standard Design and - PDF document

1 2 3 The Industry Standard The Industry Standard Design and investigation of rectangular, Design and investigation of rectangular, round, or irregular concrete sections including slenderness effects 4 Options Options Codes:


  1. 1

  2. 2

  3. 3 The Industry Standard The Industry Standard

  4.  Design and investigation of rectangular,  Design and investigation of rectangular, round, or irregular concrete sections including slenderness effects 4

  5. Options Options  Codes: ACI 318-11/08/05/02 CSA A23.3-04/94  Units: English or Metric  Run Axis: X, Y or Biaxial  Run Options: Design or Investigation  Slenderness : Yes or No 5

  6. 6

  7. Slenderness Slenderness Beams Design Column Slenderness related to the Slenderness related to column being considered beams Columns Above Factors and Below Slenderness related to Factors that affect columns above and below slenderness the design column calculations 7

  8. Reinforcement Options Reinforcement Options  Confinement  Design Criteria g 8

  9. Material Properties Material Properties  Concrete:  Concrete:  Steel:  Steel: f’ c , E c , f c ,  1 , and  c f y and E s Precast (CSA only) 9

  10. Section Section Design Design Investigation Investigation  Rectangular:  Rectangular:  Circular: • Irregular Section Editor • Import Geometry  Irregular: 10

  11. 11 Irregular Sections Irregular Sections

  12. 12 Irregular Sections Irregular Sections

  13. 13 Irregular Sections Irregular Sections

  14. Reinforcement Reinforcement Design Investigation All Sides Equal: Equal Spacing: Sides Different: Irregular: 14

  15. 15 Irregular Reinforcement Irregular Reinforcement

  16. 16 Irregular Reinforcement Irregular Reinforcement

  17. Loads Loads Factored Loads Service Loads Mandatory for slenderness Axial Loads Load Factors Uniaxial, short column U i i l h t l F For service loads only i l d l investigation only Control Point Investigation Only g y  P n,max /0.85  P n,ma  s = f y /E s  s = 0.005  P n,min f s = 0.0 f s = f y /2 P = 0 x 17

  18. 18 Factored Loads Factored Loads

  19. 19 Service Loads Service Loads

  20. Axial Loads Axial Loads  For non-slender uniaxial loading only 20

  21. Graphical Results Graphical Results  P-M Diagram  Mx-My Diagram g y g  P n,max  s = fy/Es  = 0 005  s = 0.005 P = 0 P = 0 21

  22. Graphical Results Graphical Results  Nominal Interaction Diagram g 22

  23. 23 Superimposing Diagrams Superimposing Diagrams

  24. 24 Text Results Text Results

  25. 25 Batch Mode Batch Mode

  26. 26 CTI Files CTI Files

  27. 27

  28. 28 One-way systems Two-way systems Options Options

  29. Span Data Span Data  Defining Spans  Span Manipulation g p p p 29

  30. Support Data Support Data  Defining Supports  Boundary Conditions g pp y 30

  31. Reinforcement Reinforcement  Design  Investigation g g 31

  32. 32 Loads Loads

  33. Graphical Output Graphical Output  Loads  Internal Forces   Moment Capacity Moment Capacity  Shear Capacity  Deflections  Reinforcemet Internal Force Diagrams 33

  34. Graphical Output Graphical Output  Loads  Internal Forces   Moment Capacity Moment Capacity  Shear Capacity  Deflections  Reinforcemet Moment Capacity Diagrams 34

  35. Graphical Output Graphical Output  Loads  Internal Forces   Moment Capacity Moment Capacity  Shear Capacity  Deflections  Reinforcemet Shear Capacity Diagrams 35

  36. Graphical Output Graphical Output  Loads  Internal Forces   Moment Capacity Moment Capacity  Shear Capacity  Deflections  Reinforcemet Deflection Diagram 36

  37. Text Ouput Text Ouput  Input Echo   D Design Results i R lt  Column Forces  Internal Forces  Deflections 37

  38.  Analysis, design, and investigation of R/C  Analysis, design, and investigation of R/C beams and one-way slab systems 38

  39. 39 Options Options

  40. Moment Redistribution Moment Redistribution For ACI 318-08, 05, , , and 02 For ACI 318-99 For CSA A23.3 40

  41. 41 Shear and Torsion Shear and Torsion

  42. 42

  43. 43 Meshing Meshing

  44. 44 Define Properties Define Properties

  45. 45 Restraints Restraints

  46. 46 Defining Loads Defining Loads

  47. 47 Assign Assign

  48. 48 Solution Solution

  49. 49 Contours Contours

  50. 50

  51. 51 Define Define

  52. 52 Assign Assign

  53. 53 Solution Solution

  54.  General purpose structural analysis of 2-D  General purpose structural analysis of 2 D and 3-D structures subject to static loads 54

  55. 55  Creating the Model  Creating the Model

  56. 56  Applying the Forces  Applying the Forces

  57. 57  Viewing Results  Viewing Results

  58. 58 Email: info@StructurePoint.org Call: +1-847-966-4357

Download Presentation
Download Policy: The content available on the website is offered to you 'AS IS' for your personal information and use only. It cannot be commercialized, licensed, or distributed on other websites without prior consent from the author. To download a presentation, simply click this link. If you encounter any difficulties during the download process, it's possible that the publisher has removed the file from their server.

Recommend


More recommend