BubbaJ
Structural
- Mar 18, 2005
- 163
Came across this repair while reviewing an existing structure with areas of excessive floor deflection. Several floor trusses have this repair, some have 2 screws per web.
I've only used plywood gussets to repair damaged metal plate connectors. It would seem that this screwed connection would allow slippage in the webs.
Has anyone else used this type of repair and if so, did you design it based on shear capacity of the screws?
Thanks in advance.