Building trusses with tight member to member joints insures accurate truss profiles and consistency between setups. The member to member gaps are limited to 1/8” and 1/16” on floor truss chord splices. This requirement is primarily concerned with compressive joint situations where...

Often component manufacturer facilities’ owners and managers state how floor truss fabrication is generally more straight forward and simpler to train when compared to roof truss fabrication. The guidelines are easy to follow and drawings generally do not require special rotation or...

When a connector has been installed on a joint and it is determined the plate does not meet the requirements of the design standard, then the truss designer has to make a decision. The connection can be repaired by removing the plate, or there may be a way to facilitate the repair leaving the...

Connectors are essential to the integrity of the truss.  It is imperative the plate is properly pressed in order to insure effective lateral load transfer from truss member to truss member.  Since on occasion modern and older equipment does not press the plate completely into the...

Truswal Systems Corp based out of the Dallas-Ft Worth region designed and built the first Rolsplicer in the early 80's. A revolutionary piece of equipment for its time when hydraulic units were populating the industry. Early marketing efforts even included a trailer mounted, traveling...

From worst-case scenarios to less obvious examples, do you have general guidelines that will help you make informed decisions? For example, when faced with lumber defects on the table, do you know how the builders in your plant will proceed? More importantly, are they being supplied with the...

The phone rang this morning and the caller said that “they had a real quick question.” They went on to ask if “standard truss plates could be used with pressure treated lumber?” Hmmmm…the questions that some questions prompt. It sort of reminds me of the...