OSE Shop 2011 Interface Plate - Revision history

Marcin at 05:52, 24 June 2024

2024-06-24T05:52:39Z

← Older revision		Revision as of 05:52, 24 June 2024
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	{{Hint\|Not clear what exactly this is but if 8'+, it's a standard columnar support for a large interior space, such as industrial. Not clear how many columns for the BOM or size of structure}}		{{Hint\|Not clear what exactly this is but if 8'+, it's a standard columnar support for a large interior space, such as industrial. Not clear how many columns for the BOM or size of structure. Looks like a a 5x5 grid (26 columns)}}

	=About=		=About=

Marcin at 05:51, 24 June 2024

2024-06-24T05:51:20Z

← Older revision		Revision as of 05:51, 24 June 2024
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			{{Hint\|Not clear what exactly this is but if 8'+, it's a standard columnar support for a large interior space, such as industrial. Not clear how many columns for the BOM or size of structure}}

			=About=

	[[File:InterfaceAssembly.png\|800px]]		[[File:InterfaceAssembly.png\|800px]]

Marcin: /* Review */

2011-07-24T17:38:55Z

Review

← Older revision		Revision as of 17:38, 24 July 2011
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	*Sufficient for bottom plate to be a square 1/4"x12"x12" - because it's a monolithic column		*Sufficient for bottom plate to be a square 1/4"x12"x12" - because it's a monolithic column
	*Top plate - 1' may be sufficient - just enough to attach the beams		*Top plate - 1' may be sufficient - just enough to attach the beams
	*use 3/16"x2"x6" rectangular tubing, slit in half - to produce the u-~~shapes~~ - no welding, just bandsaw		*use 3/16"x2"x6" rectangular tubing, slit in half - to produce the u-brackets - no welding, just bandsaw
	*Torch a hole through top plate for conduit		*Torch a hole through top plate for conduit

	[[Category:OSE Shop]]		[[Category:OSE Shop]]

Marcin at 17:38, 24 July 2011

2011-07-24T17:38:20Z

← Older revision		Revision as of 17:38, 24 July 2011
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	It may be possible to use rebar instead of tubing for the central link		It may be possible to use rebar instead of tubing for the central link

	=Review=6		=Review=
	*Instead of 6x6 tube, use 1/2" ~~rebar (~~
	*~~How about if~~ the ~~flats were 18~~" on the ~~side~~ - ~~can we make the courses run such that~~		*Instead of 6x6 tube, use 3/4" rebar welded to top and bottom plates
			*Sufficient for bottom plate to be a square 1/4"x12"x12" - because it's a monolithic column
			*Top plate - 1' may be sufficient - just enough to attach the beams
			*use 3/16"x2"x6" rectangular tubing, slit in half - to produce the u-shapes - no welding, just bandsaw
			*Torch a hole through top plate for conduit

	[[Category:OSE Shop]]		[[Category:OSE Shop]]

Marcin at 17:24, 24 July 2011

2011-07-24T17:24:18Z

← Older revision		Revision as of 17:24, 24 July 2011
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	It may be possible to use rebar instead of tubing for the central link		It may be possible to use rebar instead of tubing for the central link

			=Review=6
			*Instead of 6x6 tube, use 1/2" rebar (
			*How about if the flats were 18" on the side - can we make the courses run such that

	[[Category:OSE Shop]]		[[Category:OSE Shop]]

Marcin at 17:20, 24 July 2011

2011-07-24T17:20:26Z

← Older revision		Revision as of 17:20, 24 July 2011
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	[[File:InterfaceAssembly.png\|~~700px~~]]		[[File:InterfaceAssembly.png\|800px]]

	This is made of steel and has over 12 feet of welding bead required to assemble each of them		This is made of steel and has over 12 feet of welding bead required to assemble each of them

Marcin at 17:20, 24 July 2011

2011-07-24T17:20:15Z

← Older revision		Revision as of 17:20, 24 July 2011
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	[[File:InterfaceAssembly.png]]		[[File:InterfaceAssembly.png\|700px]]

	This is made of steel and has over 12 feet of welding bead required to assemble each of them		This is made of steel and has over 12 feet of welding bead required to assemble each of them

Marcin at 17:15, 24 July 2011

2011-07-24T17:15:15Z

← Older revision		Revision as of 17:15, 24 July 2011
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	It may be possible to use rebar instead of tubing for the central link		It may be possible to use rebar instead of tubing for the central link

			[[Category:OSE Shop]]

DavidIAm at 09:17, 24 July 2011

2011-07-24T09:17:50Z

← Older revision		Revision as of 09:17, 24 July 2011
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	[File:InterfaceAssembly.png]		[[File:InterfaceAssembly.png]]

	This is made of steel and has over 12 feet of welding bead required to assemble each of them		This is made of steel and has over 12 feet of welding bead required to assemble each of them

DavidIAm: Created page with "[File:InterfaceAssembly.png] This is made of steel and has over 12 feet of welding bead required to assemble each of them There is a variant used at the roof peak, but it uses..."

2011-07-24T09:17:21Z

Created page with "[File:InterfaceAssembly.png] This is made of steel and has over 12 feet of welding bead required to assemble each of them There is a variant used at the roof peak, but it uses..."

New page

[File:InterfaceAssembly.png]

This is made of steel and has over 12 feet of welding bead required to assemble each of them

There is a variant used at the roof peak, but it uses no unique parts.

The structures require 5 peak and up to 21 pitched assemblies. (6 for expanded storage)

That means material cost of the parts fabrication:

52 2.5'x2.5' steel plates
26 6"x6"x3' steel square tubing
104 angle plates 6x6x1/8"
104 beam plates 6x6x1/8"
52 angle support plates 1.5"x6"x1/8"
52 beam support plates 4.5"x6"x1/8"
312 linear welding feet

It may also be appropriate to weld the top plates on manually to match the vagrancies of CEB spacing

It may be possible to use rebar instead of tubing for the central link