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Thank you driftLimiter

Is it appropriate to use Roarks flat plate formulas in determining the wall strength for HSS hollow members? I have a HSS tube column that is seeing a 10k lateral load from a direct weld of a 3"XXS pipe. In the past I have used Chapter K of AISC 360 for Design of HSS and Box member connections...

The aluminum is mill finished and not anodised. I'm not sure of the aluminum make up, but the structural steel is A992 Gr. 50ksi and I believe the steel is painted.

Kingnero: The structural steel is painted. Not galv.

Kingnero: It will be an exterior stair connecting to a steel frame. So only exposed to the outdoor elements but NOT near the coast.

What types of bolts should be used when bolting aluminum clips to a structural steel member?

Sandman21 - Thank you for your post!

In Class B tension lap splices; why is there another 1.3 splice increase for "top" bars?

Thank you JedClampett

Working on a project that has an existing PEMB on site. Unfortunately, we can't locate the original drawings and we were hoping to contact the manufacturer for general questions. However, we can't find any contact information for the manufacturer, STRAN. Does anyone know if this manufacturer...

The PDF works. I'll give it a read. Thank you!

Woodman88, for some reason the link will not open for me. I'm new'ish to the site, perhaps i'm doing something incorrect?

Could someone walk me through a simple/sample calculation of, "how to design a plywood gusset" for truss joint connections. I conservatively want to design the gusset based on nailing (BUT I will be gluing too). I will be using 7/16 OSB gusset plates with common nails and the truss chord is a...