Premiershipman
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Hi, I am hoping to get a bit of advice on making diy welded wall shelving.
Basically I was able to take about 40 pieces of 1" box section for free from a local merchant (they were going in the dump bin). Its 25mm square and about 1.5mm thick walls and about 800mm long.
I planned on welding them into triangular shapes and then rawlbolting them to the gable wall of the garage loft and laying on 3/4" plywood.
They are going to be set about 400/500mm spacing along the wall and will be taking a fair bit of weight - all my tools that are currently in the main garage are being moved up into the garage loft so I can create a workshop space to actually make things !
Does anyone have any advice on the best design of the shelves - standard right angle triangle (A in the attached picture) or right angle triangle with the top section projecting out a bit more (B in the attached picture).
Anyone know of a load calculating program for this kind of thing ?
Help would be greatly appreciated.
Shady
Basically I was able to take about 40 pieces of 1" box section for free from a local merchant (they were going in the dump bin). Its 25mm square and about 1.5mm thick walls and about 800mm long.
I planned on welding them into triangular shapes and then rawlbolting them to the gable wall of the garage loft and laying on 3/4" plywood.
They are going to be set about 400/500mm spacing along the wall and will be taking a fair bit of weight - all my tools that are currently in the main garage are being moved up into the garage loft so I can create a workshop space to actually make things !
Does anyone have any advice on the best design of the shelves - standard right angle triangle (A in the attached picture) or right angle triangle with the top section projecting out a bit more (B in the attached picture).
Anyone know of a load calculating program for this kind of thing ?
Help would be greatly appreciated.
Shady

,gable ends are not loaded the same as the wall beneath the wall plate which is supporting the weight of the roof,
.....but I would still construct it as if it was floor standing and tie back to the blockwork, ,so the weight is spread between the ceiling joists and the gable end 