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XTRACT Cross Sectional Analysis of Structural Components Tutorial CIE 525 Concrete Structures September 11, 2012

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Xtrac, manual, Moment Curvature, Axial-Force-Moment Interaction-Capacity Orbit (moment-moment interaction

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  • XTRACT Cross Sectional Analysis of Structural Components

    Tutorial CIE 525 Concrete Structures

    September 11, 2012

  • About the XTRACT Software

    Created by Dr. Charles Chadwell at UC Berkeley

    Original name: UCFyber

    Acquired by Imbsen Software Systems in 2001

    Renamed to: XTRACT

    XTRACT is a general cross-sectional analysis software for analysis of any section shape and material subjected to any force-based loading

  • Moment-Curvature Analysis of a Beam Section Using XTRACT

    15

    22

    1.5 concrete cover

    #5 ties spaced @ 4 on center

    #9 main reinforcing bars

    n4

  • 1. Create New Project

    2. Cross Section and Beam Core Details

  • 3. Geometry

    4. Materials

  • Typical values for the crushing and spalling strain for unconfined concrete are 0.003 and 0.006, respectively (ACI 318-11 R10.2.3).

    Failure Strain If analyzing a section where cover spalling is not to control the termination of the analysis, enter a large number in this text field (e.g. 1.0 - strain of 100%). If analyzing a cross section where computation should terminate when the cover spalls, enter the crushing or spalling strain in this text field.

    Unconfined Concrete Model for Concrete Cover

  • Mander Confined Concrete Model for Beam Core

    Note: Typically, to go beyond a 0.02 strain for confined concrete, the details and construction quality need to be carefully controlled.

  • Longitudinal Steel (Parabolic Strain Hardening Steel Model)

  • 5. Create Section

    Unconfined Concrete Cover Model

    Confined Core Model

    Shape Boundaries

  • 6. Copying and Modifying the Section

  • 7. Loading and Analysis

    XTRACT analysis types: -Moment Curvature, Axial -Force-Moment Interaction -Capacity Orbit (moment-moment interaction)

    Moment Curvature Analysis

  • 7. Analysis (Rebar Strain Hardening Model)

  • 7. Analysis (Elasto-Plastic Rebar Model)

    Add:

    a.) MATERIALS Bilinear Steel Model

    b.) New Section from Template