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

Feb 05, 2023 •328 likes •612 views

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:

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  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

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

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