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fDesc[0] = "WinRECOL analyzes, designs or checks a reinforced concrete column. The program has the option to choose one of the following design specifications:<br /> <br /> - CLFD = Caltrans Bridge Design Specification LFD, September 2004, with Revisions<br /> - ALFD = AASHTO Bridge Design Specification LFD, Sixteenth, Edition 1996, 1998 Interims and Division I-A Sesimic Design Article<br /> - CLRFD = AASHTO LRFD Bridge Design Specification, Third, Edition 2004, 2006 Interims with Caltrans Amendments,(Blue Sheets v0.06)<br /> - ALRFD = AASHTO LRFD Bridge Design Specification, Thrid, Edition 2004, 2006 Interims<br /> <br /> MAin features:<br /> - Windows Graphical User Interface (GUI)<br /> - Analyze, Design and Check Columns<br /> - AASHTO LFD/LRFD or Caltrans LFD/LRFD Design Criteria available<br /> - Ultimate Strength Theory<br /> - English or Metric Capability for Input and Output<br /> - Arbitray Symmetrical Shapes, Standard Cross Sections and Voided Cross Sections<br /> - Arbitrary or Predefined Rebar Patterns<br /> - Interaction Diagram Plots<br /> - Moment Magnification for Slenderness<br /> - Spiral Reinforcement for Plastic Hinging<br /> - VERSION UPDATED: Added load modifier factors fro ductility, redundance &amp; importance(AASHTO 1.3.2.1)<br /> - VERSION UPDATED: Changed Phi to .90 for &#039;ALRFD&#039; extreme event I(seismic) (AASHTO 5.10.11.4.1b)<br /> - VERSION UPDATED: LRFD(Caltrans &amp; AASHTO) All zones. LRFD 3.10.9.4.3d, only divided elastic EQ moments by response modifaction facor, R. not axial load.<br /> - VERSION UPDATED: Added calculation of plastic shear for each plastic moment direction for WinFAD input file(-.fad)<br /> - VERSION UPDATED: ALRFD Str-II include PL &amp; BR, CLRFD Str-II DO NOT include PL &amp; BR<br /> - VERSION UPDATED: CLRFD CR &amp; SH always max=1.25 &amp; min=.90 for Str-Iv";

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