SHEAR TRANSFER TO DIAPHAM
SHEAR TRANSFER TO DIAPHAM
(OP)
I have a wood frame 24' by 44' building with an interior shear wall in the middle & parallel to the trusses. The load is 12,000 #'s. What's the best way to transfer into diapham?
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SHEAR TRANSFER TO DIAPHAM
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SHEAR TRANSFER TO DIAPHAMSHEAR TRANSFER TO DIAPHAM(OP)
I have a wood frame 24' by 44' building with an interior shear wall in the middle & parallel to the trusses. The load is 12,000 #'s. What's the best way to transfer into diapham?
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RE: SHEAR TRANSFER TO DIAPHAM
1. Build wall (typically one lower wall with another wall on top) to underside of roof deck/diaphragm. Install sheathing as required.
2. Build typical wall, install gable end truss on top of wall. Gable end truss with verticals at required spacing. Sheath wall. Install shaething as required.
Both examples above require attention to details and load path (i.e. attaching the truss to the wall, hold downs, footing size, attaching the upper wall to the lower wall, noting diaphragm boundaries and nailing them as required).
RE: SHEAR TRANSFER TO DIAPHAM
RE: SHEAR TRANSFER TO DIAPHAM
RE: SHEAR TRANSFER TO DIAPHAM
RE: SHEAR TRANSFER TO DIAPHAM
RE: SHEAR TRANSFER TO DIAPHAM
RE: SHEAR TRANSFER TO DIAPHAM
RE: SHEAR TRANSFER TO DIAPHAM
RE: SHEAR TRANSFER TO DIAPHAM
RE: SHEAR TRANSFER TO DIAPHAM
RE: SHEAR TRANSFER TO DIAPHAM
RE: SHEAR TRANSFER TO DIAPHAM
I am in Lincoln.
If this is an existing structure, I agree about building a full height wall (from floor to roof sheathing). Anchoring the wall to the floor/foundation will require some sort of hold down detail as well as enough weight to counteract the uplift.
RE: SHEAR TRANSFER TO DIAPHAM
RE: SHEAR TRANSFER TO DIAPHAM
RE: SHEAR TRANSFER TO DIAPHAM
RE: SHEAR TRANSFER TO DIAPHAM