Beam splice
Beam splice
(OP)
I want to splice a PTDF1 to a DF1 floor joist for a balcony addition with no support at the lower level ( cantiliver balcony),I am thinking of calculating the max. moment at the face of the wall and find equvalent axial load at the splice end and do the splice design based on the moment and shear of the equivalent load on the splice side, any comments be appreciated.






RE: Beam splice
RE: Beam splice
RE: Beam splice
are you sure it is pt doug fir. most pt i see is southern pine.
why don't you just lap the two joist. stp the no pt stuff at the exterior wall and if you lap the joist for a length equivalent to three times the cant you should be fine
RE: Beam splice