You might wanna double-check your math bro. Looking at it, it doesn’t look like it’d be able to support itself. I hear that can sometimes present a problem.
:3
raep wrote:
You might wanna double-check your math bro. Looking at it, it doesn’t look like it’d be able to support itself. I hear that can sometimes present a problem. :3
Haha
With all the Vertical Cross Bracing (green)between
the columns, hell yes it’s going to support it and
then some for seismic loads.
Oh but what you don’t see is design calls out for
Extra field welding at each connection.
Those bolts are not for structural load purposes,
They’re just erection aids. The whole job is
field welded joints, except for the Vertical
Bracing bolts which hold structural loads (1” inch Diameter A325-N Bolts).
raep wrote:
You might wanna double-check your math bro. Looking at it, it doesn’t look like it’d be able to support itself. I hear that can sometimes present a problem.
:3
Haha
With all the Vertical Cross Bracing (green)between
the columns, hell yes it’s going to support it and
then some for seismic loads.
Oh but what you don’t see is design calls out for
Extra field welding at each connection.
Those bolts are not for structural load purposes,
They’re just erection aids.
Trust me, I know what I’m doing, squirt.
but but Xtrm! Him R a teenager.. Him noes moer about Ur career den U! U shud listen to him
raep wrote:
You might wanna double-check your math bro. Looking at it, it doesn’t look like it’d be able to support itself. I hear that can sometimes present a problem.
:3
Haha
With all the Vertical Cross Bracing (green)between
the columns, hell yes it’s going to support it and
then some for seismic loads.
Oh but what you don’t see is design calls out for
Extra field welding at each connection.
Those bolts are not for structural load purposes,
They’re just erection aids. The whole job is
field welded joints, except for the Vertical
Bracing bolts which hold structural loads (1” inch Diameter A325-N Bolts).
Chaos Theory wrote:
Oooooooo a pretty picture that is gonna make old Xtrm monies lol
No, that’s not my final product.
I use the software for 3-D modeling and the
software creates the drawings from my model which
is my final product.
For example, here’s what my product looks like on
just One of the columns. This is a drawing of a column on this job and can be used to build that One single column.
.. And here’s my final product in PDF format.
The picture sucks because of the screen print and it’s
usually printed out on 24” x 36” size sheets which looks really good.
Dude, I’m looking over this shit and I’m telling you man, it won’t stand. I doubt they’d even be able to get the foundation up before it collapsed under its own weight.
You should try running the program on a Mac or something, it might work better. I hear Macs work nicely. I mean they’re expensive, so they must.
raep wrote:
Dude, I’m looking over this shit and I’m telling you man, it won’t stand. I doubt they’d even be able to get the foundation up before it collapsed under its own weight.
You should try running the program on a Mac or something, it might work better. I hear Macs work nicely. I mean they’re expensive, so they must.
LMAO! Okay, my lil' friend.
Here’s looking @ it from a different angle...
You’re telling me all these Columns and verticle
bracing won’t hold the beams @ platform floor level? You’re mistaken, braH! lololololol and lol
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