Cynthia Milinichik

Structural
Comcast Center
Philadelphia, PA

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General Building Data:

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Architecture:

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Structural System
The Comcast Center has a central concrete core.  Steel beams frame into the concrete core with shear connections and are supported by steel columns along the perimeter of the building.  Composite concrete slabs on 3” Grade 33 metal deck make up the floor system.  Three-quarter inch diameter shear studs are used to transfer forces between the concrete slab and steel members.  Lightweight concrete with a weight of 115 PCF and a 28 day strength of 4 ksi is used for the composite concrete slabs.  Slab depths range from 6-8 inches.  The typical bay for an office type loading is 45 feet long by 30 feet wide with beams spanning 45 feet every 10 feet.  The girders are all spandrel girders and are typically W18x40s.  The beams are typically W18x35s or W18x40s.  Vierendeel trusses are used in certain areas to allow for large open spaces on floors below by diverting large column loads to other columns.  The walls of the concrete core act as shear wall to resist lateral loads such as wind and seismic.  Caissons penetrate 6 feet into solid rock to ensure adequate bearing capacity.  The top of the tower is crowned with a glass clad steel box which is supported by braced steel frames.

Mechanical System
Multiple HVAC systems are used throughout the Comcast Center.  The local utility provides steam which is piped to coils, converters and chillers.  The steam condensate system includes coolers, traps and controls.  Some of the equipment used includes a 1015 ton steam driven absorption chiller and 900 to 2300 ton electric driven centrifugal water cooled chillers with variable frequency drive. The variable air volume system includes 43 air handling units ranging in size from 810-90,000 cubic feet per minute.  Entry areas are conditioned with water source heat pumps.

 

 

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This Page was last updated on October 23, 2006 , By Cynthia Milinichik and is hosted by the AE Department ©2005