Final Report Terminal X McCarran International Airport
Dec 18, 2015
• John Condon – Project Manager
• Nate Linden – Project Engineer
• Jason Lindsey – Project Engineer
• Natalie Whiteman – Project Engineer
• Eric Wojak – Project Engineer/Client Liaison
Team Introduction
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
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
PointsAcceleration Limit
(% Gravity)
1 0.4 - 0.7
2 1.5 - 2.5
3 4.0 - 7.0
Points Constructability
1Numerous special construction
considerations
2Some special construction considerations;
mostly conventional methods used
3No special construction considerations; all
conventional methods used
Points Construction Schedule
1 > 15 months
2 12 - 15 months
3 < 12 months
Performance Rating
Points Initial Cost ($)
1 >$4 million
2 $4-$2 million
3 < $2 million
Constructability Rating
Construction Schedule Rating Initial Cost Rating
Performance
(25%)Constructability
(25%)
ConstructionSchedule
(25%)
Initial Cost(25%)
Total(Avg.)
SteelScheme 1 2 3 2 2.00
ConcreteScheme 2 1 2 2 1.75
Decision Matrix
• Conceptual Roof Options
• Lateral System
• Connection Design
• Foundation Design
• LEED Assessment
• Construction Cost Estimate
Project Completion
Las Vegas, Nevada
• Steel Space Frame
• Steel Joist/Joist Girder
• Structural Fabric
Conceptual Roof Options
Three Dimensional Rendering of Steel Space Frame Option
• Wind and Seismic Loads
• Layout of Frames– Moment Frames
– Braced Frames
• Diaphragms
Lateral System
Level 1 Lateral Force Resisting System Layout
Computer Model of Moment Frame
• Gravity System Connections
• Lateral System Connections
Connection Design
Typical Connection Detail
• Three Typical Footing Sizes• Material Quantities
– Concrete = 8720 yd3
– Steel = 49.7 tons
Shallow Foundation Design
3’-0”
14’-9”
Column
3” cover
No. 11 Bar