Posted By ReadyToRetire on 11/24/2007 8:37 PM
Chris,
With [i]no[/i] experience in construction, I'm trying to envision the internal hip-beam. I'm guessing a triangle at each end, sloped in, with a beam connecting the tops. Would this create a spreading force on the wall's corners that the cap plate would have to carry? Is this an issue?
I've read that hip roofs are better able to withstand wind loads (which makes sense). If you have SIP walls and a SIP roof, do you gain much from a hip roof?
Very respectfully,
Larry
Larry;
In a regular wood frame hip, the hip rafter is not distributing the load to the corners. It is equally distributed to each of the jack rafters.
In the same manner with a steel SIP system the load is equally distributed thru the panels and spread across the walls
With standard frame construction hips are stronger, gable ends where they attach to the wall are the weak point and need to be back braced in high wind zones.
This is not the case with a balloon framed sips building as the gable wall is continuous and designed for the load
JWs questions were ; if they were do-able, and they are. Some people just realy like the looks of a hip.
The entrance to my own home has a small hip, but the rest of the home is gable to take advantage of the interior vaults. My home is built to withstand 140 mph wind loads, with large gable ends 48ft. wide