LancsRick
Established Member
As this is a specific question I thought I'd make a specific thread for it. It's been suggested to me that I get my lumber off the floor to gain some workshop space, and initially the view was to hang it from the ceiling. Since I don't have exposed rafters in the garage, and I already have ladders roped to the ceiling, I've decided to adopt the advice, but put a wall mounted lumber rack up near the ceiling.
So, I've been doing some reading up on various designs on the net, and wanted to run this by you guys.
Rack to be 2.4m (8ft) long, 2ft wide.
Structure will be 4 25mm ply brackets at 6" height, running out the full 2ft.
Ply will be cross-bolted (M8 x3) between two pieces of 3x1 running vertically.
Those vertical 3x1's (8 in total) will have two french cleat notches in to distribute the load over two "rows" of cleats
Each cleat will have 4-5 fixings into mortar of a red brick wall
Fixings will be M8 75mm sleeve anchors (so 50mm in wall, half the brick thickness)
Now if I do a worst case scenario and say that a collection of MDF, oak, ply, mahogany etc would have a density of about 700kg/m3 (!), at 2.4m x 60cm x 30cm of wood stashed on that shelf, I'm talking 300kg! Let's rein that in and say it'll never be perfectly full, but even at 50% that's 150kg.
That's spread over 2.4m, but it feels a **** of a weight (and ignores the ply/pine of the structure) - I'm no structural engineer but can I really hang that off a wall?
So, I've been doing some reading up on various designs on the net, and wanted to run this by you guys.
Rack to be 2.4m (8ft) long, 2ft wide.
Structure will be 4 25mm ply brackets at 6" height, running out the full 2ft.
Ply will be cross-bolted (M8 x3) between two pieces of 3x1 running vertically.
Those vertical 3x1's (8 in total) will have two french cleat notches in to distribute the load over two "rows" of cleats
Each cleat will have 4-5 fixings into mortar of a red brick wall
Fixings will be M8 75mm sleeve anchors (so 50mm in wall, half the brick thickness)
Now if I do a worst case scenario and say that a collection of MDF, oak, ply, mahogany etc would have a density of about 700kg/m3 (!), at 2.4m x 60cm x 30cm of wood stashed on that shelf, I'm talking 300kg! Let's rein that in and say it'll never be perfectly full, but even at 50% that's 150kg.
That's spread over 2.4m, but it feels a **** of a weight (and ignores the ply/pine of the structure) - I'm no structural engineer but can I really hang that off a wall?