October 2016 Spam-athon Thread

[tj_PE]

I'll be climbing through walls tomorrow morning...

much more fun than running the numbers to see if the house will fall down! i wish they'd let me go to LA for a site visit

 

[MetsFan]

So much for that early release.  Still at work, but heading home soon.  Enjoy the weekend, everyone!

 

[Ble_PE]

I finally get in the office after being out in the field and it seems like everyone else has gone home.

 

[matt267 PE]

It's only 7:00? What the hell. I'm tired.

 

[Ble_PE]

Waitin' on quittin' time yet again. Who's drinking a beer for me right now?

 

[akwooly]

Bottoms up braddah!

 

[Ble_PE]

Mahalo brah.

 

[thekzieg]

Almost quitting time

 

[Ship Wreck PE]

Spam

 

[akwooly]

Folks had to work today?

 

[SE_FL]

wanna look at this wall that the client wants to cut a hole in for me?

I'm assuming masonry on single story. Just design it with RC columns and beam. 3" deep per ft of spam, max. reinforcement ratio and you're good to go. Then ask for Additional Services for "value engineering" if they want to go smaller.

 

[SE_FL]

Friday night college football? Just not the same.

 

[envirotex]

Scandalous during HS playoffs...

 

[envirotex]

Big D at night...

 

[thekzieg]

Folks had to work today?

Yep. It's dumb.

 

[akwooly]

Museum fund raiser tonight. Beer and wine included!!! They are going to be sorry for that!

 

[SE_FL]

Kill it! then take a taxi.

 

[tj_PE]

6 hours ago, thejulie said: wanna look at this wall that the client wants to cut a hole in for me?

I'm assuming masonry on single story. Just design it with RC columns and beam. 3" deep per ft of spam, max. reinforcement ratio and you're good to go. Then ask for Additional Services for "value engineering" if they want to go smaller.

Oh it's reinforced concrete shearwall on new construction that has already been poured and the deep foundation is directly under the end of the wall, which the end of the shearwall will be moving so I have to check the effect on the torsion of the entire structure, make sure there is still enough shearwall, and check the grade beam for the force from wall overturning. Rude.

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[tj_PE]

So I did the Ethiopian!

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[tj_PE]

Soooooo good

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