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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: 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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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
Reinforcement Options Reinforcement Options Confinement Design Criteria g 8
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
Section Section Design Design Investigation Investigation Rectangular: Rectangular: Circular: • Irregular Section Editor • Import Geometry Irregular: 10
11 Irregular Sections Irregular Sections
12 Irregular Sections Irregular Sections
13 Irregular Sections Irregular Sections
Reinforcement Reinforcement Design Investigation All Sides Equal: Equal Spacing: Sides Different: Irregular: 14
15 Irregular Reinforcement Irregular Reinforcement
16 Irregular Reinforcement Irregular Reinforcement
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 Factored Loads Factored Loads
19 Service Loads Service Loads
Axial Loads Axial Loads For non-slender uniaxial loading only 20
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
Graphical Results Graphical Results Nominal Interaction Diagram g 22
23 Superimposing Diagrams Superimposing Diagrams
24 Text Results Text Results
25 Batch Mode Batch Mode
26 CTI Files CTI Files
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28 One-way systems Two-way systems Options Options
Span Data Span Data Defining Spans Span Manipulation g p p p 29
Support Data Support Data Defining Supports Boundary Conditions g pp y 30
Reinforcement Reinforcement Design Investigation g g 31
32 Loads Loads
Graphical Output Graphical Output Loads Internal Forces Moment Capacity Moment Capacity Shear Capacity Deflections Reinforcemet Internal Force Diagrams 33
Graphical Output Graphical Output Loads Internal Forces Moment Capacity Moment Capacity Shear Capacity Deflections Reinforcemet Moment Capacity Diagrams 34
Graphical Output Graphical Output Loads Internal Forces Moment Capacity Moment Capacity Shear Capacity Deflections Reinforcemet Shear Capacity Diagrams 35
Graphical Output Graphical Output Loads Internal Forces Moment Capacity Moment Capacity Shear Capacity Deflections Reinforcemet Deflection Diagram 36
Text Ouput Text Ouput Input Echo D Design Results i R lt Column Forces Internal Forces Deflections 37
Analysis, design, and investigation of R/C Analysis, design, and investigation of R/C beams and one-way slab systems 38
39 Options Options
Moment Redistribution Moment Redistribution For ACI 318-08, 05, , , and 02 For ACI 318-99 For CSA A23.3 40
41 Shear and Torsion Shear and Torsion
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43 Meshing Meshing
44 Define Properties Define Properties
45 Restraints Restraints
46 Defining Loads Defining Loads
47 Assign Assign
48 Solution Solution
49 Contours Contours
50
51 Define Define
52 Assign Assign
53 Solution Solution
General purpose structural analysis of 2-D General purpose structural analysis of 2 D and 3-D structures subject to static loads 54
55 Creating the Model Creating the Model
56 Applying the Forces Applying the Forces
57 Viewing Results Viewing Results
58 Email: info@StructurePoint.org Call: +1-847-966-4357
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