Hi guys,
I built a 'hipped shed roof' over my quarter house years ago, with nice hardwood rafters spaced some 1000+ mm and spanning I'd say six metres. My local council building inspector question this (even though there was not the least bit of deflection in the rafters after 10-odd years, and there's no ceiling weighing on them), so I came up with a scheme to put a strutting beam in and strut off each rafter.
That beam is 6 m long and weights perhaps half a ton (seasoned Aussie hardwood). I had some brackets made from 10 mm steel plate which I intend to fasten to the concrete block walls either end to take the beam (plus two hardwood posts at equal distances to help carry the load).
I bought 12 mm diameter stainless steel expansion bolts to fix the brackets to the walls, but am having second thoughts: will this method of fixing such a beam be sufficient?
Any builders/engineers welcome to express an opinion! (I built my whole 'home' sort of flying by the seat of my pants, after studying span tables and so on, and so far it has stood the test of time lol).
Cheers,
LMH
I built a 'hipped shed roof' over my quarter house years ago, with nice hardwood rafters spaced some 1000+ mm and spanning I'd say six metres. My local council building inspector question this (even though there was not the least bit of deflection in the rafters after 10-odd years, and there's no ceiling weighing on them), so I came up with a scheme to put a strutting beam in and strut off each rafter.
That beam is 6 m long and weights perhaps half a ton (seasoned Aussie hardwood). I had some brackets made from 10 mm steel plate which I intend to fasten to the concrete block walls either end to take the beam (plus two hardwood posts at equal distances to help carry the load).
I bought 12 mm diameter stainless steel expansion bolts to fix the brackets to the walls, but am having second thoughts: will this method of fixing such a beam be sufficient?
Any builders/engineers welcome to express an opinion! (I built my whole 'home' sort of flying by the seat of my pants, after studying span tables and so on, and so far it has stood the test of time lol).
Cheers,
LMH
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