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Final Report Terminal X McCarran International Airport

Final Report Terminal X McCarran International Airport. Team Introduction. John Condon – Project Manager Nate Linden – Project Engineer Jason Lindsey – Project Engineer Natalie Whiteman – Project Engineer Eric Wojak – Project Engineer/Client Liaison. Las Vegas, Nevada.

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Final Report Terminal X McCarran International Airport

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  1. Final ReportTerminal XMcCarran International Airport

  2. Team Introduction • John Condon – Project Manager • Nate Linden – Project Engineer • Jason Lindsey – Project Engineer • Natalie Whiteman – Project Engineer • Eric Wojak – Project Engineer/Client Liaison Las Vegas, Nevada

  3. Presentation Overview • Review Previous Presentation • Project Results Kuala Lumpur International Airport

  4. Review of Previous Presentation • Codes and Regulations • Design Criteria • Geotechnical Report • Expansion Joint Spacing • Concrete and Steel Gravity Systems • Design Option Assessment Fresno International Airport

  5. Codes and Regulations • Clark County Building Code • IBC 2003, With Amendments • ASCE 7-02 • ACI 318 • AISC LRFD

  6. Geotechnical Report • Kleinfelder, Inc. Summary • Soil Analysis • Seismic Design Category • Recommended Foundations

  7. Proposed Terminal

  8. Terminal Section Gridlines Typical Bay

  9. Gravity System Design • Steel Gravity System • Designed Typical Floor System • Structure Designed using RAM • Verified with Hand Calculations • Concrete Gravity System • Designed Typical T-Beams • Designed Typical Bays by Hand

  10. Decision Matrix Constructability Rating Performance Rating Initial Cost Rating Construction Schedule Rating

  11. Decision Matrix

  12. Project Completion • Conceptual Roof Options • Lateral System • Connection Design • Foundation Design • LEED Assessment • Construction Cost Estimate Las Vegas, Nevada

  13. Conceptual Roof Options • Steel Space Frame • Steel Joist/Joist Girder • Structural Fabric Three Dimensional Rendering of Steel Space Frame Option

  14. Lateral System • Wind and Seismic Loads • Layout of Frames • Moment Frames • Braced Frames • Diaphragms Level 1 Lateral Force Resisting System Layout Computer Model of Moment Frame

  15. Connection Design • Gravity System Connections • Lateral System Connections Typical Connection Detail

  16. Column No. 11 Bar 3’-0” 3” cover 14’-9” Shallow Foundation Design • Three Typical Footing Sizes • Material Quantities • Concrete = 8720 yd3 • Steel = 49.7 tons

  17. Construction Cost Estimate

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