Hello the wonderful people of Eng-Tips,
I have a question on a unique weld. Attached is a weld symbol I made based off a double bevel PJP weld. Is this as correct as possible? This will be tested before it goes into a structure, however I want to ensure it is as AISC accurate as possible...
Hello my smart, talented, and above average looking engineer pals!
I am wondering how I can use a standardized method to design an axial load transfer from a fiberglass element to a steel one. The steel plate will be slotting into the fiberglass sleeve. I don't want to use anything that is...
Bottom Line up Front: How does one calculate the capacity of the bolt-wood interface for bolts going through a knife plate?
Background: An owner wants to connect a 10" post to the concrete footer using a knife plate. I have about 7500 lb (LFRD) uplift I need to chase through this connection...
