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Philip Frederick Swedish American Hospital Structural Option
Heart and Vascular Center Advisor: Dr. Andres Lepage 1400 Charles
St, Rockford, IL April 9th, 2008
APPENDIX
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Philip Frederick Swedish American Hospital Structural Option
Heart and Vascular Center Advisor: Dr. Andres Lepage 1400 Charles
St, Rockford, IL April 9th, 2008
Appendix A Alternative gravity framing plans for the floor
section.
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Philip Frederick Swedish American Hospital Structural Option
Heart and Vascular Center Advisor: Dr. Andres Lepage 1400 Charles
St, Rockford, IL April 9th, 2008
Alternative gravity framing plans for the wing section.
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Philip Frederick Swedish American Hospital Structural Option
Heart and Vascular Center Advisor: Dr. Andres Lepage 1400 Charles
St, Rockford, IL April 9th, 2008
Appendix B Composite Castellated Beam Design Spreadsheet
(calculations shown for typical gravity beam)
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Philip Frederick Swedish American Hospital Structural Option
Heart and Vascular Center Advisor: Dr. Andres Lepage 1400 Charles
St, Rockford, IL April 9th, 2008
Appendix C Hand calculations comparing existing floor framing
weight with proposed castellated beam framing weight.
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Philip Frederick Swedish American Hospital Structural Option
Heart and Vascular Center Advisor: Dr. Andres Lepage 1400 Charles
St, Rockford, IL April 9th, 2008
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Philip Frederick Swedish American Hospital Structural Option
Heart and Vascular Center Advisor: Dr. Andres Lepage 1400 Charles
St, Rockford, IL April 9th, 2008
Appendix D R.S. Means Structural Steel Framing Cost Sheet.
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Philip Frederick Swedish American Hospital Structural Option
Heart and Vascular Center Advisor: Dr. Andres Lepage 1400 Charles
St, Rockford, IL April 9th, 2008
Hand calculations of Castellated Beam cost estimate compared to
existing framing estimate
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Philip Frederick Swedish American Hospital Structural Option
Heart and Vascular Center Advisor: Dr. Andres Lepage 1400 Charles
St, Rockford, IL April 9th, 2008
Appendix E Preliminary SAP analysis of typical braced frame
showing the axial forces in each member.
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Philip Frederick Swedish American Hospital Structural Option
Heart and Vascular Center Advisor: Dr. Andres Lepage 1400 Charles
St, Rockford, IL April 9th, 2008
Appendix F
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Heart and Vascular Center Advisor: Dr. Andres Lepage 1400 Charles
St, Rockford, IL April 9th, 2008
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Philip Frederick Swedish American Hospital Structural Option
Heart and Vascular Center Advisor: Dr. Andres Lepage 1400 Charles
St, Rockford, IL April 9th, 2008
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Philip Frederick Swedish American Hospital Structural Option
Heart and Vascular Center Advisor: Dr. Andres Lepage 1400 Charles
St, Rockford, IL April 9th, 2008
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Philip Frederick Swedish American Hospital Structural Option
Heart and Vascular Center Advisor: Dr. Andres Lepage 1400 Charles
St, Rockford, IL April 9th, 2008
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Philip Frederick Swedish American Hospital Structural Option
Heart and Vascular Center Advisor: Dr. Andres Lepage 1400 Charles
St, Rockford, IL April 9th, 2008
Appendix G Story Displacements for Final Braced Frame Design (as
calculated by RAM Structural System)
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Philip Frederick Swedish American Hospital Structural Option
Heart and Vascular Center Advisor: Dr. Andres Lepage 1400 Charles
St, Rockford, IL April 9th, 2008
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Philip Frederick Swedish American Hospital Structural Option
Heart and Vascular Center Advisor: Dr. Andres Lepage 1400 Charles
St, Rockford, IL April 9th, 2008
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Philip Frederick Swedish American Hospital Structural Option
Heart and Vascular Center Advisor: Dr. Andres Lepage 1400 Charles
St, Rockford, IL April 9th, 2008
Appendix H Structural details of lateral column base plate
connection
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Philip Frederick Swedish American Hospital Structural Option
Heart and Vascular Center Advisor: Dr. Andres Lepage 1400 Charles
St, Rockford, IL April 9th, 2008
Appendix I
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Heart and Vascular Center Advisor: Dr. Andres Lepage 1400 Charles
St, Rockford, IL April 9th, 2008
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Philip Frederick Swedish American Hospital Structural Option
Heart and Vascular Center Advisor: Dr. Andres Lepage 1400 Charles
St, Rockford, IL April 9th, 2008
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Philip Frederick Swedish American Hospital Structural Option
Heart and Vascular Center Advisor: Dr. Andres Lepage 1400 Charles
St, Rockford, IL April 9th, 2008
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Philip Frederick Swedish American Hospital Structural Option
Heart and Vascular Center Advisor: Dr. Andres Lepage 1400 Charles
St, Rockford, IL April 9th, 2008
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Philip Frederick Swedish American Hospital Structural Option
Heart and Vascular Center Advisor: Dr. Andres Lepage 1400 Charles
St, Rockford, IL April 9th, 2008
Appendix J Member sizes of Frame 1 and Frame 4, respectively.
(Also frames 5 and 8 due to symmetry)
Frame 1 Frame 4
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Philip Frederick Swedish American Hospital Structural Option
Heart and Vascular Center Advisor: Dr. Andres Lepage 1400 Charles
St, Rockford, IL April 9th, 2008
Member sizes of Frame 2 and Frame 3, respectively. (Also frames
6 and 7 due to symmetry)
Frame 2 Frame 3
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Philip Frederick Swedish American Hospital Structural Option
Heart and Vascular Center Advisor: Dr. Andres Lepage 1400 Charles
St, Rockford, IL April 9th, 2008
Member sizes of Frame 9. (Also frame 10 due to symmetry)
Frame 9
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Philip Frederick Swedish American Hospital Structural Option
Heart and Vascular Center Advisor: Dr. Andres Lepage 1400 Charles
St, Rockford, IL April 9th, 2008
Appendix K Existing CPM Construction Schedule for Moment Frame
Steel System
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Philip Frederick Swedish American Hospital Structural Option
Heart and Vascular Center Advisor: Dr. Andres Lepage 1400 Charles
St, Rockford, IL April 9th, 2008
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Philip Frederick Swedish American Hospital Structural Option
Heart and Vascular Center Advisor: Dr. Andres Lepage 1400 Charles
St, Rockford, IL April 9th, 2008
Appendix L Proposed CPM Construction Schedule for Braced Frame
Steel System.
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Philip Frederick Swedish American Hospital Structural Option
Heart and Vascular Center Advisor: Dr. Andres Lepage 1400 Charles
St, Rockford, IL April 9th, 2008
Appendix M Heavy-Lift Boom Range Diagram
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Philip Frederick Swedish American Hospital Structural Option
Heart and Vascular Center Advisor: Dr. Andres Lepage 1400 Charles
St, Rockford, IL April 9th, 2008
Heavy-Lift Load Charts
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5525 ISOWEB
Detail.pdfArch_5525_Isoweb_Window_pg01-07-ModelModel
Arch_5525_Isoweb_Window_pg02-07-ModelModel
Arch_5525_Isoweb_Window_pg03-07-ModelModel
Arch_5525_Isoweb_Window_pg04-07-ModelModel
Arch_5525_Isoweb_Window_pg05-07-ModelModel
Arch_5525_Isoweb_Window_pg06-07-ModelModel
Arch_5525_Isoweb_Window_pg07-07-ModelModel
Arch_5525_Isoweb_Window_pg08-07-ModelModel
Arch_5525_Isoweb_Window_pg09-07-ModelModel
Arch_5525_Isoweb_Window_pg10-07-ModelModel
5500 ISOWEB
Detail.pdfArch_5500_Isoweb_Window_pg01-07-ModelModel
Arch_5500_Isoweb_Window_pg02-07-ModelModel
Arch_5500_Isoweb_Window_pg03-07-ModelModel
Arch_5500_Isoweb_Window_pg04-07-ModelModel
Arch_5500_Isoweb_Window_pg05-07-ModelModel
Arch_5500_Isoweb_Window_pg06-07-ModelModel
Arch_5500_Isoweb_Window_pg07-07-ModelModel
Arch_5500_Isoweb_Window_pg08-07-ModelModel
Arch_5500_Isoweb_Window_pg09-07-ModelModel
Arch_5500_Isoweb_Window_pg10-07-ModelModel
