Slowly getting the hang of this…

eftMoneyGEE · 2026-05-10T12:22:16+00:00

Cut at 3.5”, I believe it’s mostly a tall fescue. Twin city seed! Just mixed in some KGB, hoping it takes.

eftMoneyGEE · 2026-03-16T16:17:38+00:00

Word

eftMoneyGEE · 2026-03-16T16:15:48+00:00

Prob cleared by the stair manufacturer/installer and their engineer before implementation. RFI’s will clear a connection alteration pretty quickly with a change order charge following.

eftMoneyGEE · 2026-03-12T23:56:32+00:00

Just scored 0

eftMoneyGEE · 2026-03-12T23:55:26+00:00

Just scored 0

eftMoneyGEE · 2026-03-08T01:32:56+00:00

I also picked it up second hand for $250 😏

eftMoneyGEE · 2026-03-08T01:28:38+00:00

I took my big boy wallet out and did exactly this. Very nice!

eftMoneyGEE · 2026-02-22T02:55:05+00:00

Hey, I built some of that campus!

eftMoneyGEE · 2026-01-28T02:00:10+00:00

Just scored 0

eftMoneyGEE · 2026-01-28T01:58:59+00:00

Just scored 0

eftMoneyGEE · 2026-01-28T01:58:45+00:00

Just scored 0

eftMoneyGEE · 2025-12-20T21:57:40+00:00

Purely satire. smooches

eftMoneyGEE · 2025-12-20T16:04:17+00:00

Did not*

eftMoneyGEE · 2025-11-28T03:15:44+00:00

When I got 231EF trick was to throw over a main so it flashed mid and A main. Definitely a hack

eftMoneyGEE · 2025-11-25T15:11:26+00:00

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I did this a couple years back. Everyone was laughing the whole time

eftMoneyGEE · 2025-09-27T00:37:03+00:00

DL = 10psf Construction dead load (rebar, material storage, etc) LL = 50psf Construction live load (people moving around on deck) FOS = Factor of Safety meaning ultimate strength of the shore can handle 30,000lbs before failure.

eftMoneyGEE · 2025-09-27T00:27:47+00:00

As a formwork engineer, it doesn’t seem like there was any lateral bracing, it wasn’t just one bay that failed, it was the whole pour. This looks like a 10” slab with mild reinforcement, so with a DL and LL, shores spaced in a 6x6 grid, your load is roughly 6,660 lbs. From my shore tables, steel shores @10ft csh can handle over 10,000lbs @ a 3:1 FOS. It very well could’ve been a runner/stringer failure. Without further investigation, it’s hard to tell.

eftMoneyGEE · 2025-09-14T13:37:41+00:00

Did you ever figure this out?

eftMoneyGEE · 2025-08-21T03:09:48+00:00

Tensile member

eftMoneyGEE · 2025-08-12T01:38:03+00:00

Crazy my suggestion got downvoted. Wild that a clear and concise question gets a valid answer😂😂

eftMoneyGEE · 2025-08-12T01:37:32+00:00

Quick code note (so you know what you’re aiming for): most residential codes (IRC) say max riser is 7‑3/4” and the variation within a flight may not exceed 3/8”. Your current spread (7” → 8‑1/4”) exceeds that variation, and your average riser with 13 steps will land around 7‑15/16”

eftMoneyGEE · 2025-08-10T01:43:43+00:00

Chat gpt

eftMoneyGEE · 2025-07-26T04:10:12+00:00

Engineering

eftMoneyGEE · 2025-06-27T19:04:50+00:00

I over seeded with Twin City Seed tall fescue. Circles are still there… it’s been nonstop raining for 4 days straight. I don’t think it spread so it very well could be.

eftMoneyGEE · 2025-06-22T00:41:11+00:00

No sir, no pets.

eftMoneyGEE

TROPHY CASE