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 Presentation Overview Review Previous Presentation Project Results Kuala Lumpur International Airport 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 Codes and Regulations Clark County Building Code IBC 2003 With Amendments ASCE 7 02 ACI 318 AISC LRFD Geotechnical Report Kleinfelder Inc Summary Soil Analysis Seismic Design Category Recommended Foundations Proposed Terminal Terminal Section Gridlines Typical Bay 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 Decision Matrix Constructability Rating Performance Rating Points Acceleration Limit Gravity Points Constructability 1 Numerous special construction considerations 1 0 4 0 7 2 1 5 2 5 2 Some special construction considerations mostly conventional methods used 3 4 0 7 0 3 No special construction considerations all conventional methods used Construction Schedule Rating Initial Cost Rating Points Initial Cost 1 4 million 12 15 months 2 4 2 million 12 months 3 2 million Points Construction Schedule 1 15 months 2 3 Decision Matrix Performance Constructability 25 25 Construction Schedule 25 Initial Cost 25 Total Avg Steel Scheme 1 2 3 2 2 00 Concrete Scheme 2 1 2 2 1 75 Project Completion Conceptual Roof Options Lateral System Connection Design Foundation Design LEED Assessment Construction Cost Estimate Las Vegas Nevada Conceptual Roof Options Steel Space Frame Steel Joist Joist Girder Structural Fabric Three Dimensional Rendering of Steel Space Frame Option 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 Connection Design Gravity System Connections Lateral System Connections Typical Connection Detail Shallow Foundation Design Three Typical Footing Sizes Material Quantities Concrete 8720 yd3 Steel 49 7 tons Column No 11 Bar 3 0 3 cover 14 9 Construction Cost Estimate Component Cost Steel Beams 2 919 000 Steel Columns 369 600 Connections 29 500 Metal Decking 588 000 Foundations 1 402 000 Total 5 308 000
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