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New use for storage containers

Wonder if the roof structure and its attachment was an engineered design. Interesting though........
 
I don't see any problem with it. The containers are built to hold more containers on top of each other. Most containers hold 80,000 lbs. So with proper anchorage/design I say go for it.
 
So with proper anchorage/design I say go for it.
That's the problem. The containers are resting on a 18" wide 12" thick footing on each end. The plate the trusses rest on has a strap about every 4 ft with 2 sheetmetal screws attachinng the strap to the container. Did I mention there is a 48" frost depth and seismic zone "D" requirements
 
Treat it like a use piece of structural steel and have the engineer provide calculations.

they do provide tremendous resistance to vertical loads, shear, and lateral forces. they just might not meet the required

thermal envelope criteria without some additional work, IF they enclose or are part of a conditioned space.

Water resistant potentially.

Over the years I have worked with and analyzed these units as to strength, even with massive cutouts and modifications.

just look at them on a ship deck full of every thing from popcorn to automobiles and yet they survive?

the frost depth is an issue as thought

I drive by this one daily

http://www.boxoffice460.com/ - the units were assembled placed empty and finished on site last week PV panels added to canopy

portions of exterior corridors / exits

design teams are looking into prefab units now also a valid and somewhat exciting use of old boxes
 
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