mathew nirenberg ae senior thesis structural option
TRANSCRIPT
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Mathew NirenbergAE Senior Thesis
Structural Option
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Existing Building
• 28 Stories• Primarily Residential
– Lofts, Condos, and Penthouses• Includes Parking and Commercial Space• Location
– Suburban Miami, Florida– Part of a “New Downtown”
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Current Building
• Structure– Concrete
• 4 to 10 ksi
– Post-Tensioned Slabs• 8-9.5” thick• 5 ksi• All but S.O.G. and 22 floor
– Mat Foundation• 5’ thick• Sitting on array of auger-cast piles
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Current Building
– Other Aspects of the Building• Elevated pool• Trailer location• Separated air handling systems
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Proposal for Investigation
• Depth– Column Gridding– Gravity Members– Lateral Resistance
• Breadth– Electrical
• Add recessed lighting into units• Calculate resulting changes to panel and feeder
– CM• Estimate difference in cost between Concrete and Steel
Building
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Column Gridding
• Only efficient way to use steel
• Goals:– Use good bay ratio
• 1:1.25-1.5
– Have all columns lie within walls / existing columns
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Column Gridding
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Gravity Loading
• Based on prescribed loads from existing building
• Largest loads on 8th floor for fitness facilities
• Composite construction is useful on nearly all members– Some larger perimeter beams overstressed
the concrete
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Lateral Loading
• Seismic is Minimal– Not even accounted for in original design
• Large Wind loads– 150 mph– Easily controlled design
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Lateral Framing
• Tried to use as many braced frames as possible
• Limited number of column pairs within walls
• Forced to go to moment frames
• Began to engulf entire grid
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Lateral Framing
Mathew Nirenberg - Structural Option
*Red indicates lateral frame
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Lateral Framing
Mathew Nirenberg - Structural Option
*Red indicates lateral frame
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Lateral Deflections
• Total Building– 47.8”
• Individual Stories– 1.6”
Mathew Nirenberg - Structural Option
•Neither is Acceptable
•Many Possible Solutions
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Drift Solutions
• More Places for Braced Frames– Grid friendly floor plans
• Location– Less Exposure– Lower Wind Speed
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Drift Solutions
• When placed in 90mph wind region– 16” in critical direction
• Compared to 13” of real structure• Some stiffer frames may be possible
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Breadth Studies
• Electrical– Loads from increasing lighting within the unit
• Construction Management– Cost comparison between two structural
systems
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Electrical Additions
• New suspended ceilings encourage use of lights within space
• Added lights require more circuits in the space
• Also increase loads on some existing circuits
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Layout
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Circuit Comparison
Mathew Nirenberg - Structural Option
Existing Electrical Panel
Proposed Electrical Panel
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Estimate
• Concrete Structure– Forms = $2.41 Million– Reinforcing = $1.1 Million– Post-tensioning = $4 Million– Concrete = $1.2 Million– Finish and Cure = $200,000– Total = $9.1 Million
Mathew Nirenberg - Structural Option
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Estimate
• Steel Structure– Steel Members = $2 Million– Deck = $300,000– Concrete = $300,000– Concrete Accessories = $350,000– Total = $4 Million– Plus Fireproofing, etc. = $15 Million
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Uncalculated Differences
• Savings from smaller foundation– Lighter steel does not need 5’ mat– Approximately $700,000
• Added cost from additional electrical components– Depends on quality of components
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Conclusions
• Steel is not viable with given constraints
• Can work if building is originally catered to its use
• Electrical system is a reasonable addition if steel is used– Not necessary as the structure currently is
• Cost off steel offsets faster construction
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Thank You
A special thanks to:Gary Ferguson of Terra Developers
Turner Construction &
Eugene Crosby of Gorman Consutling Engineers
For supplying me with information, documentation, and site access to enable me to do this project
All the AE Faculty who answered questions over the past year
And my fellow AE students who were always around to answer random questions as they arose
Mathew Nirenberg - Structural Option
Questions?