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1 2 3 The Industry Standard The Industry Standard Design and - - PDF document
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:
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The Industry Standard The Industry Standard
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Design and investigation of rectangular, Design and investigation of rectangular,
round, or irregular concrete sections including slenderness effects
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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
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Slenderness
Design Column
Beams
Slenderness
Slenderness related to the column being considered Slenderness related to beams
Columns Above and Below
Factors
Slenderness related to columns above and below Factors that affect slenderness the design column calculations
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Reinforcement Options Reinforcement Options
Confinement Design Criteria
g
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Material Properties Material Properties
Concrete: Steel: Concrete:
f’c, Ec, fc, 1, and c
Steel:
fy and Es
Precast (CSA only)
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Section Section
Design Investigation Design Investigation
Rectangular: Rectangular: Circular: Irregular:
- Irregular Section Editor
- Import Geometry
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Irregular Sections Irregular Sections
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Irregular Sections Irregular Sections
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Irregular Sections Irregular Sections
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Reinforcement Reinforcement
Design Investigation All Sides Equal: Equal Spacing: Sides Different: Irregular:
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Irregular Reinforcement Irregular Reinforcement
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Irregular Reinforcement Irregular Reinforcement
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Loads
Factored Loads Service Loads
Loads
Mandatory for slenderness
Axial Loads
Load Factors
U i i l h t l F i l d l Uniaxial, short column investigation only For service loads only
Control Point
Investigation Only g y
Pn,max/0.85 Pn,ma
x
fs = 0.0 fs = fy/2 s = fy/Es s = 0.005 P = 0 Pn,min
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Factored Loads Factored Loads
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Service Loads Service Loads
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Axial Loads Axial Loads
For non-slender uniaxial
loading only
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Graphical Results Graphical Results
P-M Diagram Mx-My Diagram
g y g
Pn,max s = fy/Es = 0 005 s = 0.005 P = 0 P = 0 21
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Graphical Results Graphical Results
Nominal Interaction Diagram
g
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Superimposing Diagrams Superimposing Diagrams
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Text Results Text Results
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Batch Mode Batch Mode
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CTI Files CTI Files
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Call: +1-847-966-4357 Email: info@StructurePoint.org
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