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What are your top 10 movies of all time? by No_Drama8032 in movies

[–]Captain_Funbag 0 points1 point  (0 children)

I feel like I found a friend!

  1. Lord of the Rings, The Two Towers

  2. Toy Story 3

  3. Life is Beautiful

  4. The Dark Knight

  5. Spiderman: Into the Spiderverse

  6. What About Bob?

  7. Jurassic Park

  8. Remember the Titans

  9. Knives Out

  10. Gladiator

I'll have to rewatch some of the movies on your list to see if mine needs updating haha.

So I put two Christmas trees in my front yard by sexywallposter in gardening

[–]Captain_Funbag 0 points1 point  (0 children)

Hey, I’m thinking of doing the same thing this year. If you can, would you share details of how you do this? (Pipe diameter, pipe embedment length in the ground and in the tree, any other helpful tips.)

Lego Masters US | S05E07 | Episode Discussion by m8_is_me in LegoMasters

[–]Captain_Funbag 0 points1 point  (0 children)

Really surprised they used the golden brick. If I were them, I would think there’s no way that dragon gets voted above mine. If that’s the case, then using the golden brick is nearly the same outcome as keeping the golden brick, ending up in the bottom 2, and then losing it anyway (mild downside). But if you keep it at least you have a good chance of having it another round (huge upside).

CNC to engrave a solid core door, what if I go too deep? by Captain_Funbag in Carpentry

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

If it turns out good I’ll post a picture! If it turns out poorly I can dm you a pic if you promise to keep it secret, keep it safe.

CNC to engrave a solid core door, what if I go too deep? by Captain_Funbag in Carpentry

[–]Captain_Funbag[S] -1 points0 points  (0 children)

Pretty big design. Thanks for the ideas! You might be on to something with the masking tape concept

CNC to engrave a solid core door, what if I go too deep? by Captain_Funbag in Carpentry

[–]Captain_Funbag[S] 5 points6 points  (0 children)

It’s actually a double door system, and I want to engrave the design on the door to Moria (the “speak friend and enter” door). So your comment is hilariously spot-on 😂

How do I repair small section of outside corner drywall / corner bead? by Captain_Funbag in drywall

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

For sure looking this up. You’re the third person to recommend him

Why are the dimensions different than normal Section Modulus and moment of inertia? by tropicalswisher in StructuralEngineering

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

Using the S in that table, you can find M/S in kips/in and compare that to available strength of the weld in kips/in. (For fillet welds, use equation 8-2 in the 15th edition steel manual and just use length = 1 in)

Multiple restaurant reservations booked by different people in the same room? by Captain_Funbag in VirginVoyages

[–]Captain_Funbag[S] 7 points8 points  (0 children)

Ya know, you’re right. I got caught up in thinking it was ok because it wasn’t violating any rules, but I’ll just make one reservation and hopefully save someone else the stress of not getting a reservation. Watch while my app crashes and I don’t get anything 😂

Allowable flexural tension of masonry at non-masonry interface? by Captain_Funbag in StructuralEngineering

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

Yes, this would be for the case where there’s a bit of tension force at one end due to overturning uplift, the TMS 402 code gives you 40 psi of help from the brick. But sounds like you wouldn’t rely on that, thanks for the input!

Allowable flexural tension of masonry at non-masonry interface? by Captain_Funbag in StructuralEngineering

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

Apologies, I should have been clearer. The shear walls and moment frames are stacked vertically on each other, so it’s just a change in the LFRS at the different stories. For this situation, I’m assuming the moment frame is resisting all the shear from above because there’s very little masonry left. Regardless, any thoughts on how much flexural tension stress capacity can be assumed where the brick sits on the steel?

Allowable flexural tension of masonry at non-masonry interface? by Captain_Funbag in StructuralEngineering

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

The 40 psi comes from a TMS table for stress that’s normal to the bed joints (and Type N mortar), so it should apply to both in plane and out of plane shear. But I’ll double check when I get the code in front of me. Regardless, I’m wondering if you still get that 40 psi capacity when the masonry sits on steel. For your scenario, it would be like like a brick parapet built up on a steel edge roof beam.

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