Final Report Terminal X McCarran International AirportTeam IntroductionPresentation OverviewReview of Previous PresentationCodes and RegulationsGeotechnical ReportProposed TerminalTerminal SectionGravity System DesignDecision MatrixSlide 11Project CompletionConceptual Roof OptionsLateral SystemConnection DesignShallow Foundation DesignConstruction Cost EstimateFinal ReportTerminal XMcCarran International Airport•John Condon – Project Manager•Nate Linden – Project Engineer•Jason Lindsey – Project Engineer•Natalie Whiteman – Project Engineer•Eric Wojak – Project Engineer/Client LiaisonTeam IntroductionLas Vegas, NevadaPresentation Overview•Review Previous Presentation•Project ResultsKuala Lumpur International AirportReview of Previous Presentation•Codes and Regulations•Design Criteria•Geotechnical Report•Expansion Joint Spacing•Concrete and Steel Gravity Systems•Design Option AssessmentFresno International AirportCodes and Regulations•Clark County Building Code–IBC 2003, With Amendments–ASCE 7-02–ACI 318–AISC LRFDGeotechnical Report•Kleinfelder, Inc. Summary–Soil Analysis–Seismic Design Category–Recommended FoundationsProposed TerminalTerminal SectionGridlinesTypical BayGravity 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 HandDecision MatrixPointsAcceleration Limit(% Gravity)10.4 - 0.721.5 - 2.534.0 - 7.0Points Constructability1Numerous special construction considerations2Some special construction considerations; mostly conventional methods used3No special construction considerations; all conventional methods usedPoints Construction Schedule1> 15 months212 - 15 months3< 12 monthsPerformance RatingPoints Initial Cost ($)1>$4 million2$4-$2 million3< $2 millionConstructability RatingConstruction Schedule RatingInitial Cost RatingPerformance(25%)Constructability(25%)ConstructionSchedule(25%)Initial Cost(25%)Total(Avg.)SteelScheme1 2 3 2 2.00ConcreteScheme2 1 2 2 1.75Decision Matrix•Conceptual Roof Options•Lateral System•Connection Design•Foundation Design•LEED Assessment•Construction Cost EstimateProject CompletionLas Vegas, Nevada•Steel Space Frame•Steel Joist/Joist Girder•Structural FabricConceptual Roof OptionsThree Dimensional Rendering of Steel Space Frame Option•Wind and Seismic Loads•Layout of Frames–Moment Frames–Braced Frames•DiaphragmsLateral SystemLevel 1 Lateral Force Resisting System LayoutComputer Model of Moment Frame•Gravity System Connections•Lateral System ConnectionsConnection DesignTypical Connection Detail•Three Typical Footing Sizes•Material Quantities–Concrete = 8720 yd3–Steel = 49.7 tonsShallow Foundation Design3’-0”14’-9”Column3” coverNo. 11 BarConstruction Cost EstimateComponent CostSteel Beams $2,919,000Steel Columns $369,600Connections $29,500Metal Decking $588,000Foundations $1,402,000Total
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