Warehouse / Distribution

DFW Trade Center 9 - DFW Airport, Texas

DFW Trade Center 9

TRC Worldwide Engineering, Inc. provided structural engineering services to the architect for this high bay, 202,500 sq. ft. single story structure. The construction consists of exterior (site cast) concrete "tilt-up" panels , "tube steel" columns (on drilled, straight-shaft piers) with a joist and joist girder roof structure. The typical bay spacing is 50'-0" x 55'-0" with a 60' "speed bay" at the dock doors. The "footprint" of the building is 900'-0" x 225'-0" and "moment" frames were employed to resist lateral wind loading. TRC was also responsible for the design of the tilt-up concrete panels.

Key Structural Components
7 ¼" thick Concrete Tilt-Up Panels
24" or 36" straight-shaft piers 4' in to bearing strata
6" Slab-on-Grade (w/ #3's at 18 ocew) or 7½" SOG for heavy rack load situations
HSS 10x10x5/16" (steel tube) columns
30" deep joists on 44" or 48" deep (location dependant) joists girders
28'-0" "Clear Height" requirement (w/ alternate to go to 30')
 
Design Team
Planning / Programming: Trammell Crow Co. and Clarion Partners
Architect: GSR/Andrade Architects
Structural Engineer: TRC Worldwide Engineering, Inc.
Contractor: TBD
New Construction: 202,500 GSF
Construction cost: (+/-) $6,000,000
TRC is referenced on Wikipedia regarding the Duke Energy Center. | Building of America Announces Ft. Lauderdale Project Chosen for Gold Medal Feature. | WK Pierremont - Medical Arts Building Award. | Two TRC Projects Win McGraw Hill/Southeast Construction Magazine Best of 2009 Awards.