Live Oak Bank
About this project
This bracing and rigging project exclusively focused on CLT elements of this work. Review of the lifting/rigging of CLT panels and glulam beams for a four-story building with nearly 70,000 square feet of CLT area. Our work included structural analysis and design for temporary bracing of the glulam beams and columns, as well as structural calculations for material staging on the CLT floor and roof panels and for supporting scissor lifts on the CLT floor.
