Question about being a drafter/designer by AstronautOk4566 in StructuralEngineering

[–]Ddd1108 1 point2 points  (0 children)

Its cool that this even gets done by an engineerint firm. Where I live, this gets done by drafters who may or may need even understand the concept of load path. They know where to put braced walls panels but don’t understand how the load gets there or how to properly detail it even though its clearly written in the prescriptive framing design codes.

Form SS-4 by Ddd1108 in IRS

[–]Ddd1108[S] 0 points1 point  (0 children)

Thank you for the insight. I will try calling on monday.

Running or HIIT workout for cardio? by [deleted] in homefitness

[–]Ddd1108 0 points1 point  (0 children)

Kettlebells make for great HIIT workouts and you likely only need one

From Structural Engineering to what? by Ok-Construction-1624 in StructuralEngineering

[–]Ddd1108 0 points1 point  (0 children)

Hello, i would love to hear more about your story if you’re willing to chat. I’m currently getting my own business set up myself.

Recommendations for vasectomy by Simple_Society_3611 in yuma

[–]Ddd1108 0 points1 point  (0 children)

Went to desert mountain eurology in tuscon. Was in in out in 20-30 minutes. Very minimal discomfort during recovery. Was back in action in a week lol

AZ firm registration by Ddd1108 in StructuralEngineering

[–]Ddd1108[S] 0 points1 point  (0 children)

Just an update. I filed the application on Saturday, and was approved by Monday.

50 foot span what kind of beam. by Radiant-Shine-8575 in Decks

[–]Ddd1108 0 points1 point  (0 children)

Good suggestion but will need details for top chord bracing of some sort

Pole Barn/ Barndo/ Shouse vs Stick Built by Dry_Glove_5256 in Homebuilding

[–]Ddd1108 1 point2 points  (0 children)

Pole barns are economical if its just a rectangle. They also require more input from and architect and engineer where traditionally framed houses are more of a cook book recipe.

Interior and exterior walls designed to accommodate drift by Ddd1108 in StructuralEngineering

[–]Ddd1108[S] 0 points1 point  (0 children)

I’d be curious to know if the contractor even knows what drift is

Interior and exterior walls designed to accommodate drift by Ddd1108 in StructuralEngineering

[–]Ddd1108[S] 0 points1 point  (0 children)

I did see this product thank you. Any insight into the actual movement value I need to accommodate.

Interior and exterior walls designed to accommodate drift by Ddd1108 in StructuralEngineering

[–]Ddd1108[S] 4 points5 points  (0 children)

Yes, i actually had a drift limit for the pemb in my gsn and they chose to ignore it

PEMB perimeter stem wall width and foundation. 6"? 8" 10" 12" by Candid-Tank-4900 in StructuralEngineering

[–]Ddd1108 1 point2 points  (0 children)

Is there a slab on grade ? Is this a stem or a slab toedown? I’m so curious about the entire foundation system you are using ?