horizontal pre-eng truss reaction?
horizontal pre-eng truss reaction?
(OP)
In reading my truss drawings i have a "RL" reaction which I am assuming is the horizontal (lateral) load in plane with the truss in this case from wind loading since the thrust would be taken up by the horizontal bottom chord. what do i need to consider for this load? i have generally thought you design the truss connection for uplift & diaphragm to shearwall horizontal load in plane with shearwall (unless your using blocking to transfer the load).






RE: horizontal pre-eng truss reaction?
Garth Dreger PE
AZ Phoenix area
RE: horizontal pre-eng truss reaction?
RE: horizontal pre-eng truss reaction?
Garth Dreger PE
AZ Phoenix area
RE: horizontal pre-eng truss reaction?
RE: horizontal pre-eng truss reaction?
Garth Dreger PE
AZ Phoenix area
RE: horizontal pre-eng truss reaction?