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

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

Sep 04, 2023 347 likes •943 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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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

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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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Options Options

Two-way systems One-way systems

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Span Data Span Data

 Defining Spans  Span Manipulation

g p p p

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Support Data Support Data

 Defining Supports  Boundary Conditions

g pp y

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Reinforcement Reinforcement

 Design  Investigation

g g

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Loads Loads

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Graphical Output Graphical Output

Loads

Internal Forces

Moment Capacity

Moment Capacity

Shear Capacity

Deflections

Reinforcemet

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Internal Force Diagrams

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Graphical Output Graphical Output

Loads

Internal Forces

Moment Capacity

Moment Capacity

Shear Capacity

Deflections

Reinforcemet

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Moment Capacity Diagrams

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Graphical Output Graphical Output

Loads

Internal Forces

Moment Capacity

Moment Capacity

Shear Capacity

Deflections

Reinforcemet

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Shear Capacity Diagrams

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Graphical Output Graphical Output

Loads

Internal Forces

Moment Capacity

Moment Capacity

Shear Capacity

Deflections

Reinforcemet

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Deflection Diagram

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Text Ouput Text Ouput

Input Echo

D i R lt

Design Results

Column Forces

Internal Forces

Deflections

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 Analysis, design, and investigation of R/C  Analysis, design, and investigation of R/C

beams and one-way slab systems

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Options Options

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Moment Redistribution Moment Redistribution

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

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Shear and Torsion Shear and Torsion

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Meshing Meshing

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Define Properties Define Properties

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Restraints Restraints

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Defining Loads Defining Loads

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Assign Assign

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Solution Solution

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Contours Contours

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Define Define

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Assign Assign

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Solution Solution

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 General purpose structural analysis of 2-D  General purpose structural analysis of 2 D

and 3-D structures subject to static loads

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 Creating the Model  Creating the Model

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 Applying the Forces  Applying the Forces

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 Viewing Results  Viewing Results

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

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