1712x
001132
2019-05-20

University of Arkansas Library Annex, Fayetteville, AR, USA

Designed to store nearly 2 million library volumes and works of art, the University of Arkansas Library Annex in Fayetteville was built with cross-laminated timber (CLT) roofs, walls, and floors, and glulam beams, columns, and moment frames.

Structure

According to the project team, prefabrication of the CLT and glulam system helped to speed construction and minimized jobsite waste, resulting in a cost-competitive replacement for the traditional steel and tilt-up concrete structure initially suggested by the client. Inside, the wood is left exposed, warming the space and brightening the room to create a comfortable work environment.

Since the area is prone to tornadoes, the team opted to clad the larger, high-density storage volume with a stone-filled gabion basket base wall to protect against low-flying projectiles, and a heavily charred wood upper shroud that can be easily repaired or replaced while providing a fire- and insect-resistant facade. With these and other design decisions, what could have been an ordinary warehouse storage facility is instead an attractive addition to the University’s campus.

The design was performed by the fabricator consultant, Holzpak, and the EOR, Robbins Engineering utilizing Dlubal structural analysis software RFEM. Utilizing Dlubal software allowed quick and efficient coordination between the EOR and fabricator consultant regarding structural loading, design assumptions, and element releases.

Client University of Arkansas, USA
www.uark.edu
Architect Perry Dean Rogers | Partners Architects, USA
perrydean.com
Architect of Record Miller Boskus Lack, USA
mbl-arch.com
Structural Engineering Robbins Engineering, USA
www.robbins-engineering.com
Fabricator Consultant & Design Assistance Holzpak, USA
www.holzpak.com
Contractor Con-Real, USA
www.con-real.com
Awards 2019 WoodWorks Wood Products Council Wood in Schools


Project Specifications

Model Data

Number of Nodes 257
Number of Lines 286
Number of Members 105
Number of Surfaces 5
Number of Load Cases 3
Number of Load Combinations 11
Number of Result Combinations 2
Total Weight 280.312 tons
Dimensions (Metric) 29.095 x 57.295 x 12.698 m
Dimensions (Imperial) 95.46 x 187.98 x 41.66 feet
Program Version 5.20.00

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