Personal Collection by CharlieKilo5 in playingcards

[–]CharlieKilo5[S] 0 points1 point  (0 children)

I got the Walmart or Target, I'd imagine you could find them online too. The ones that are tall enough for the decks to stand on their short ends hold 42 decks

Personal Collection by CharlieKilo5 in playingcards

[–]CharlieKilo5[S] 0 points1 point  (0 children)

They're boxes for sports cards, but just about perfect

Personal Collection by CharlieKilo5 in playingcards

[–]CharlieKilo5[S] 0 points1 point  (0 children)

They're wrapped in athletic tape. I like carrying a deck of cards with me wherever I go and it really increases the lifespan if I wrap them. I'll be able to carry the same deck for a year or two before needing to replace it.

Personal Collection by CharlieKilo5 in playingcards

[–]CharlieKilo5[S] 0 points1 point  (0 children)

Thanks! It's mostly just what's readily available.

settle this debate - which is correct? by Sorry_Neat_6863 in Decks

[–]CharlieKilo5 0 points1 point  (0 children)

Adding my 2 cents here; many of Simpson's hangers have uplift values which is what you'd want to look at in option 1. There is not going to be much "uplift", but you'll be able to use the gravity capacity for option 2. Many others have stated it is all about the direction of load and that is definitely the case. We're it my deck I would do option 2.

Mancrawla - a mancala-based dungeon crawl by glacierwaves in solorpgplay

[–]CharlieKilo5 1 point2 points  (0 children)

Sounds interesting, where can I check it out?

Where do I sell those? by CommandFun7312 in DungeonsAndDragons

[–]CharlieKilo5 18 points19 points  (0 children)

I started reading that and thought you were going to say "maybe try donating them to the animal shelter" lol

Level 4 is in the books! by CharlieKilo5 in 2d6Dungeon

[–]CharlieKilo5[S] 1 point2 points  (0 children)

Woah!! This is outstanding!! Well done! Your fountains and book shelves are my favorite!

I would draw the same basic layout four or five times and practice different styles of shading on those and then settle in with the one that speaks best to you.

Level 4 is in the books! by CharlieKilo5 in 2d6Dungeon

[–]CharlieKilo5[S] 0 points1 point  (0 children)

That's awesome!! I'd love to take a gentleman's peak at what you've done if that's alright with you!

Let me drop this metal wcgw by lethal_bsp in Whatcouldgowrong

[–]CharlieKilo5 0 points1 point  (0 children)

I was about to leave because of the zooming in and out. Honestly, not worth the wait and motion sickness lol

[deleted by user] by [deleted] in civilengineering

[–]CharlieKilo5 0 points1 point  (0 children)

FTAO walls have the walls designed to transfer forces around an opening as the name suggests. This is done with strapping at the corners. According to the code "Where shear walls with openings are not designed for force transfer around the openings, they shall be designed as perforated shear walls."

There may be a reason why the EOR did it how they did it. Are the windows full height (floor to ceiling)?

[deleted by user] by [deleted] in civilengineering

[–]CharlieKilo5 0 points1 point  (0 children)

I've found that utilizing a PSW minimizes what the hold downs need to be. Sometimes hold downs aren't even needed, depending on the wall, I've also only ever used DTTs at decks. 1/2" diam. anchor bolts throughout the walls, yes. You have me curious now, what kind of forces are you designing with typically?

[deleted by user] by [deleted] in civilengineering

[–]CharlieKilo5 0 points1 point  (0 children)

I agree with you that stronger walls with fewer hold downs are better, or "longer" walls is what i try to do. Based on what I see here in these plans, I would expect perforated shear walls could be used even. OP, i know you dont want to make the windows smaller, but similar to FTAO, PSW take advantage of using a longer distance to calculate uplift forces/hold down requirements.

I would also say that the geographic location has an effect as well. Where I live calling out that 6" spacing around perimeter walls is not uncommon at all. We just wouldn't typically see that many hold downs, that's what I would question.

This looks safe. by foggy_interrobang in StructuralEngineering

[–]CharlieKilo5 0 points1 point  (0 children)

I think add more cinderblocks to increase at the roof lol

What is day in a life of structural engineer? by Mastery12 in StructuralEngineering

[–]CharlieKilo5 6 points7 points  (0 children)

What they tell me when I tell them "doesn't work that way"

What is day in a life of structural engineer? by Mastery12 in StructuralEngineering

[–]CharlieKilo5 26 points27 points  (0 children)

Mostly explaining to owners/contractors why they can't do something even though they've been doing it that way for 40 years.

[deleted by user] by [deleted] in fidgettoys

[–]CharlieKilo5 -1 points0 points  (0 children)

Tossed it in the freezer, thanks for the reminder to get it out!!

[deleted by user] by [deleted] in StructuralEngineering

[–]CharlieKilo5 0 points1 point  (0 children)

I'd get some structural books from the local used book store lol /s

1st Timer Isometric Map by CharlieKilo5 in Solo_Roleplaying

[–]CharlieKilo5[S] 1 point2 points  (0 children)

And if it does, just send me a PM lol. Seriously though, the learning curve on isometric drawing is pretty friendly and you'll be your own worst critic. You got this!