Hi all! First post here, so here's the obligatory "thank you!' to everyone who is proving amazing research and support!
Diving right in, I have two 20' containers that I'm building into a garage/barn. They are off grid, so I'm trying to design a roof to span about 15 to 20' between them with solar in mind. The cans will be resting on concrete piers at the corners, and mounted to embedded steel plates. I have a few competing constraints that make this a bit of a challenge:
1. Snow load: I'm in the Colorado rockies at about 8500' elevation, and our ground snow loads are 140psf.
2. Solar panel load: I want to run panels on the southern slope of the roof.
3. Span height: the cans are 8.5' tall, and I'd like to be able to park a DOT-limit camper (13.5') under the span. So I either need a scissor-style truss, or a +5' loft on the cans
I have two questions. First, when designing the roof with solar in mind, are there any design tips that will cut costs, simplify the build, or improve the roof, given that I know we'll be mounting panels? Regarding a roof on a conex can, any tip/tricks when dealing with the corner supports and levering the fact that it's a steel body? Most roofs just want to go all-wood since that's what they typically work with. I don't have any panels picked out yet -- with everything changing so fast, I'll make that decision when I'm ready for it
Second, any thoughts on the overall roof design? I'm worried about only using the outside edges of the can to support the roof because that could create a massive torque on the anchor along the outside edges, resulting on a lot of twisting force and stressing the anchors. So a simple scissor truss is not idea. I'm thinking of building a lean-to style roof on each can, but with the inner supports designed to be load-bearing. That way, they can support a straight 20' truss for the center span with a steeper pitch, so that the snow distributes more evenly onto the cans.
Thanks!
Diving right in, I have two 20' containers that I'm building into a garage/barn. They are off grid, so I'm trying to design a roof to span about 15 to 20' between them with solar in mind. The cans will be resting on concrete piers at the corners, and mounted to embedded steel plates. I have a few competing constraints that make this a bit of a challenge:
1. Snow load: I'm in the Colorado rockies at about 8500' elevation, and our ground snow loads are 140psf.
2. Solar panel load: I want to run panels on the southern slope of the roof.
3. Span height: the cans are 8.5' tall, and I'd like to be able to park a DOT-limit camper (13.5') under the span. So I either need a scissor-style truss, or a +5' loft on the cans
I have two questions. First, when designing the roof with solar in mind, are there any design tips that will cut costs, simplify the build, or improve the roof, given that I know we'll be mounting panels? Regarding a roof on a conex can, any tip/tricks when dealing with the corner supports and levering the fact that it's a steel body? Most roofs just want to go all-wood since that's what they typically work with. I don't have any panels picked out yet -- with everything changing so fast, I'll make that decision when I'm ready for it
Second, any thoughts on the overall roof design? I'm worried about only using the outside edges of the can to support the roof because that could create a massive torque on the anchor along the outside edges, resulting on a lot of twisting force and stressing the anchors. So a simple scissor truss is not idea. I'm thinking of building a lean-to style roof on each can, but with the inner supports designed to be load-bearing. That way, they can support a straight 20' truss for the center span with a steeper pitch, so that the snow distributes more evenly onto the cans.
Thanks!