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It is the footing for the flagpost. The footing is 4000 psi concrete.

Would it be right to reference end bearing and skin friction for the design of footing which is 3' in dia and 15' deep?

Which code should be followed to design a retaining wall for a roadway? Any suggestion is highly appreciated.

I called manufacturer no luck as it is the existing dish that has to be relocated (n the model no. missing in the tags).I dont have to worry about seismic and snow loads i believe.

I am following IBC code for the design of footing for 13feet dia. steel Satellite dish. but the code only considers the wind load. Since the steel dish of that size tend to be heavy, is it safe just to take the wind load in consideration? BTW, does anyone have idea on how much the 13 feet steel...

Thanks guys, This site is really awesome. On the first post of this string, I meant I am not a structural engineer , but I am a civil engineer. I try to get somewhere with these info.

Rowingengineer, the dimensions and spacing are already set by the architect. now I got to size them. Shall I go to the Codes (if yes which one)? I think I can design the landing based upon the moment only right? Then what bout the stringer beam? Thanks

Hey guys Need some help on designing a steel stair for a bldg in the project that I am working on. I am not civil engineer so kinda lost where to start. Any input will be highly aprreciated. Thanks