Bismarck.Magnuss said: »
FFXIAH Linkshell Ni
FFXIAH Linkshell Ni
such a great movie. or maybe I was the right age... going to have to buy it.
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Chinese Wednesday is still a thing??
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Wb.
Fairy.Spence said: »
Chinese Wednesday is still a thing??
Two things are certain in life.
Taxes and Chinese Wednesday.
Fairy.Spence said: »
Chinese Wednesday is still a thing??
SPEEEEEEEEEEEEEEEEEEENNNNNNNNNNNNCCCCCCCCEEEEEEEEEEEE!
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Fairy.Spence said: »
Chinese Wednesday is still a thing??
PARKER! cue the Spence theme music!
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Grace us with your tales long gone traveler!
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Ok, iirc one of you guys are an engineer of some sort or have experience in construction. Help me try to understand this quagmire of an idea that was unleashed upon us today.
Guy we're working for is having us build a pad and pour the floor for a 30x50 metal building.
So you would think "ok, 5-6 trusses spanning 30'" right? WRONG the building guy wants to do three 50' trusses with no support pillars in the middle.
Now my thoughts are primarily "What?" and what about strength? 6 30' trusses will be stronger and at a better angle to shed snow and ice than 3 50' trusses...and then there's the fact that the center truss is spanning 50' with no support in the middle and it will look terrible.
Wtf is this guy thinking?
Guy we're working for is having us build a pad and pour the floor for a 30x50 metal building.
So you would think "ok, 5-6 trusses spanning 30'" right? WRONG the building guy wants to do three 50' trusses with no support pillars in the middle.
Now my thoughts are primarily "What?" and what about strength? 6 30' trusses will be stronger and at a better angle to shed snow and ice than 3 50' trusses...and then there's the fact that the center truss is spanning 50' with no support in the middle and it will look terrible.
Wtf is this guy thinking?
What type of truss does the client have in mind? Flat, scissor etc?
Did you guys inquire which roof span table they are basing this off of?
Did you guys inquire which roof span table they are basing this off of?
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Lakshmi.Zerowone said: »
What type of truss does the client have in mind? Flat, scissor etc?
Did you guys inquire which roof span table they are basing this off of?
Did you guys inquire which roof span table they are basing this off of?
Fairy.Spence said: »
Chinese Wednesday is still a thing??
you better hang around, Zarah's been complaining about missing you for nigh on 4 years now.
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Ok but what kind of pitch are they wanting? 7/12?
Spence... lol more like... ughh... hence...?
BURN!
BURN!
Idiot Boy said: »
*anxious for official king status*
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Anna Ruthven said: »
Ok, iirc one of you guys are an engineer of some sort or have experience in construction. Help me try to understand this quagmire of an idea that was unleashed upon us today.
Guy we're working for is having us build a pad and pour the floor for a 30x50 metal building.
So you would think "ok, 5-6 trusses spanning 30'" right? WRONG the building guy wants to do three 50' trusses with no support pillars in the middle.
Now my thoughts are primarily "What?" and what about strength? 6 30' trusses will be stronger and at a better angle to shed snow and ice than 3 50' trusses...and then there's the fact that the center truss is spanning 50' with no support in the middle and it will look terrible.
Wtf is this guy thinking?
Guy we're working for is having us build a pad and pour the floor for a 30x50 metal building.
So you would think "ok, 5-6 trusses spanning 30'" right? WRONG the building guy wants to do three 50' trusses with no support pillars in the middle.
Now my thoughts are primarily "What?" and what about strength? 6 30' trusses will be stronger and at a better angle to shed snow and ice than 3 50' trusses...and then there's the fact that the center truss is spanning 50' with no support in the middle and it will look terrible.
Wtf is this guy thinking?
What materials are used; how are the trusses supported (what is the load transference); what is the maximum steady state load; what is the maximum dynamic force expected?
In most cases, building code for the region takes out the engineering and simply gives rules to adhere to, so it's good practice to simply refer to that.
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been bored since the weekend, games cant really grab a hold of me for some reason.
started watching backlog of dvds (bluerays to be technical) that I have gotten but had yet to see.
started watching the X-Files special miniseries that came out earlier this year. good stuff.
Mulder is still cool as ***, Scully, remember having a crush on her, seems to have aged well, would still crush on her.
started watching backlog of dvds (bluerays to be technical) that I have gotten but had yet to see.
started watching the X-Files special miniseries that came out earlier this year. good stuff.
Mulder is still cool as ***, Scully, remember having a crush on her, seems to have aged well, would still crush on her.
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Bahamut.Milamber said: »
Anna Ruthven said: »
Ok, iirc one of you guys are an engineer of some sort or have experience in construction. Help me try to understand this quagmire of an idea that was unleashed upon us today.
Guy we're working for is having us build a pad and pour the floor for a 30x50 metal building.
So you would think "ok, 5-6 trusses spanning 30'" right? WRONG the building guy wants to do three 50' trusses with no support pillars in the middle.
Now my thoughts are primarily "What?" and what about strength? 6 30' trusses will be stronger and at a better angle to shed snow and ice than 3 50' trusses...and then there's the fact that the center truss is spanning 50' with no support in the middle and it will look terrible.
Wtf is this guy thinking?
Guy we're working for is having us build a pad and pour the floor for a 30x50 metal building.
So you would think "ok, 5-6 trusses spanning 30'" right? WRONG the building guy wants to do three 50' trusses with no support pillars in the middle.
Now my thoughts are primarily "What?" and what about strength? 6 30' trusses will be stronger and at a better angle to shed snow and ice than 3 50' trusses...and then there's the fact that the center truss is spanning 50' with no support in the middle and it will look terrible.
Wtf is this guy thinking?
What materials are used; how are the trusses supported (what is the load transference); what is the maximum steady state load; what is the maximum dynamic force expected?
In most cases, building code for the region takes out the engineering and simply gives rules to adhere to, so it's good practice to simply refer to that.
Just because 'you never see' it, doesn't mean it isn't a thing.
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http://www.kansascity.com/news/local/crime/article100342377.html
So I'm slightly under the impression this guy is related to Nik.
Quote:
A 70-year-old man charged with robbing a Kansas City, Kan., bank said he did it because he preferred a jail cell over living with his wife.
So I'm slightly under the impression this guy is related to Nik.
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Siren.Mosin said: »
Just because 'you never see' it, doesn't mean it isn't a thing.
Anna Ruthven said: »
Wb.
Thank you thank you
Asura.Dameshi said: »
Fairy.Spence said: »
Chinese Wednesday is still a thing??
SPEEEEEEEEEEEEEEEEEEENNNNNNNNNNNNCCCCCCCCEEEEEEEEEEEE!
I had Chinese on Wednesday! Although I can't find good American Chinese around here.
Shiva.Nikolce said: »
Grace us with your tales long gone traveler!
Just been mucking around Australia. Went to NZ and Europe. My visa right now won't allow me to leave the country so I'm stuck here for a bit.
Siren.Mosin said: »
Fairy.Spence said: »
Chinese Wednesday is still a thing??
you better hang around, Zarah's been complaining about missing you for nigh on 4 years now.
I feel as thought this isn't true. She ignored my message. Hurts.
Ragnarok.Hevans said: »
Spence... lol more like... ughh... hence...?
BURN!
BURN!
Sticks and stones may break by bones but **** you!
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