Hello,
I am designing a wood structure that has a 3'-6" parapet. Im using a 2x ledger to support a top mounted hanger that ultimately suppors the joist. A 2x blocking is provided to transfer the diaphragm shear into the shearwall.
Should I consider cross grain bending, I am not using bolts...
Hello Guys,
Im working on a remodel where we are installing an interior ridge beam, please se the attached image. My main concern is attaching the end rafter to the knee wall. Have you guys done something similar?
Thank you...
Hello,
I am working on a new wood framed building. There are several dormers where the double top plate will have a discontinuity. Please see the attached sketch.
Based on diaphragm design, the chord force is around 2.5 kips. My question is the following, how do I connect the plates at...
