Final Report

Terminal XMcCarran International Airport

• 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

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

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

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