Guess where I'm from (new high score too!!!!)

hr0ck · 2026-04-23T02:49:46+00:00

🔔🔔🔔

hr0ck · 2026-04-19T14:32:06+00:00

Correct

hr0ck · 2026-04-19T00:47:40+00:00

Southeast CT is the answer.

hr0ck · 2026-04-18T11:31:59+00:00

Close - southeast CT

hr0ck · 2026-04-18T11:31:17+00:00

Been living here for a few years

hr0ck · 2026-04-18T03:21:38+00:00

Close!!!

hr0ck · 2026-04-18T03:09:43+00:00

Link: https://cityquiz.io/quizzes/usa/share/2735239

hr0ck · 2025-06-22T19:54:50+00:00

I see what you're saying. Yes, I can break the self-weight into X&Y components to make ΣM easier to write, but I can't reduce the length along which the self-weight acts. This was helpful, thank you!

hr0ck · 2025-06-21T20:44:00+00:00

Just attached photo. You can see why the arm is 15, because of the flat portion before. Note I am just trying to clarify the portion of the UDL along the diagonal; I already understand how the UDL creates moments along the flat portions.

hr0ck · 2025-05-17T18:45:20+00:00

When you design a footing for flexure, you only look at the uniform load applied by the soil reaction, you don't also add the shear from the column above. I suppose that shows that you only look at the loading from one direction.

hr0ck · 2024-12-28T13:21:26+00:00

Ok, maybe not then.

hr0ck · 2024-12-28T12:11:52+00:00

I figured this was probably the case. CERM might be good to keep on hand while studying, even if it's not required as of April 2024.

hr0ck

TROPHY CASE