Hiring and training locally, also referred to as the "homegrown" method, has the greatest potential for meeting the industry’s need for technicians.
Many potential technicians can be found in the local technical college, and some may start in the shop and work their way up.
Component manufacturers have been successful with employing homegrown technicians; one reason is they come up through the ranks, and the pay is competitive with the typical salaries for these jobs in the industry.
The WTCA Board voted unanimously to pass a resolution changing the name of the association to "WTCA – Represent-ing the Structural Building Components Industry."
A management committee resolution was passed to change the Wage & Benefit and Financial Performance survey policy.
Two new technical staff members have been hired, and the number of professional engineers on staff has increased to four.
The design of the research and testing facility is nearing completion.
The Western Component Manufacturers Association has taken an active role in educating local and state building officials in Oregon.
Through its educational efforts, WCMA has begun to forge relationships with the building inspector community.
In the last six months, WCMA has been invited to participate in several meetings with the inspectors, who have been very receptive to the manufacturers’ information.
The future of the industry is cemented in the simple truth that by using trusses, manufacturers can design more complex roof lines than with stick framing.
The industry is entrepreneurial.
Past presidents noted the far-reaching effects that consolidation could have on the industry and its leadership.
Development and involvement of leadership from the larger companies in the industry is essential.
A new design check, initially termed “chunk-out,” appeared in the truss design process with the adoption of TPI 1-2002.
The appropriate technical term for chunk-out is actually “shear-out.”
Understanding shear-out requires defining the stress distribution around the plate and comparing the magnitude of stresses to the wood shear strength under the plate.
Future finite element stress analysis and testing has been planned in order to define the nominal stresses associated with the shear-out condition.
This issue of SBC Magazine is devoted to design and engineering advancements.
The cover story highlights a design challenge that Pioneer Truss couldn’t pass up. Though the structure was small, the effort it took to design and build the trusses with ultimate precision for it was not.
In February, BMC West graciously welcomed members of the fire service to its facility in the Portland area. Atten-dees seemed most impressed with the truss design software and the overall level of professionalism displayed during the tour.