Recent content by saritashamah

Guys, Thanks so much..I will proceed with checking AASHTO Design Manual for signs and luminaires and try drilled conrete pier. I appreciate your help Thanks

JAE, Thanks for the info, however my dilema is in regards to the posibility of a spread footing design under such conditions where the eccentricity falls way out of the kern and way above the L/6.....How can this issue be address when there is a limitation of the width of the foundation in the...

I need to design a spread/shallow foundation for a laterally loaded pole. Hi wind loads create a considerable moment. Any ideas? Thanks