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Team 11: Khmer Genesis

Anna Groendyk Josh Uitvlugt Amanda Hayes

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Outline

Project Overview

Design Decisions

Challenges Solution

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Project Overview

Why this Project?

Genesis Community of Transformation

Suited Team Interests

Reliable Contact

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Project Overview

What is the Project?

Multi-purpose building structural design

Site plan and drawings

Cost estimation

Project

Location

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Project Overview

Cultural Appropriateness and Stewardship Communication with Navy

Construction Methods

Choice of Materials

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Project Overview

Transparency and Trust Great responsibility

Recommend check by a licensed engineer

Make all design information and files available Follow codes

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Design Decisions

Limits on scope Architectural

Structural STAAD.Pro Model

Beams

Columns

Shear Walls

Floor Slabs

Foundation

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Architectural Design

Fitness Center Assembly Hall

Guest Rooms

Offices Residence

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Architectural Design

Powered by Source

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Structural Design

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Structural Design: Loads

105 combinations according to ACI

Design Stresses

Concrete Reinforcing Steel FY= 414 MPaConcrete f'c= 27.9 MPa

Design Loads

Roof Dead Load

Ceiling 0.43kPa

Coverings, Roof and Wall 0.96kPa

Composite Floor Slab 4.14kPaFloors and Floor Finishes 1.24kPa

Frame Walls 4.2kPa

Miscellaneous 2.40kPa

Total 13.3kPa

Floor Dead Load

Ceiling 0.43kPa

Coverings, Roof and Wall 0.96kPa

Composite Floor Slab 4.14kPa

Floors and Floor Finishes 1.24kPa

Frame Walls 4.16kPa

Miscellaneous 2.40kPa

Total 12.4kPa

Live Loads

Roof 4790kPaFloor 9 4790kPa

Floor 8 1916kPa

Floors 1-7 4790kPa

Wind Loads

Wind Speed 60m/s

Factor to account for wind speed increases

due to hills (Kzt) 1

Factor accounding for wind direction (Kd) 1

Importance factor (I) 1

Internal pressure coefficient (GCpi) 0.18

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Modeling Checks

Hand calculations

Beam reinforcement area design

Picture of Joshs moments vs. STAAD.Pro moments

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Beams

-300

-200

-100

0

100

200

300

400

0 6 12 18 24

B

ENDINGMOMENTMz(kNm)

LENGTH (m)

BEAM 5 MOMENT DIAGRAM

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BeamsLevels 1-8 Level 9

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Columns

Axial

Compression

Bending

Moment

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-2,000

0

2,000

4,000

6,000

8,000

10,000

0 200 400 600 800 1,000 1,200

Pn[kN]

Mn [kN-m]

Moment vs. Axial Force

Columns

Column 3Column 2

Column 1

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Shear Walls, Slab

Shear walls designed according to minimum

code requirements

Slab designed as a beam of unit width

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Cost Estimate

By square foot:

$2 - $3.5 million

Based on design: Steel: $725/metric ton

Concrete: $100/metric ton

Total: $700,000

Phnom Penh Tower 21 Stories

http://www.office-cambodia.com/phnom-penh-tower-cambodia.html

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Challenges

Reinforcement Will it fit?

Cracked model

Foundation

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Acknowledgements

Professor Wunder, Advisor

Navy Chann, Director of GCT

Roger Lamer, Industrial Consultant

Dr. Don Wotring, Soils Professor

Professor DeRooy, Structural Professor

Thank you!

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Questions?

Email us at:ContactJAADesign

@gmail.com