Hi everyone:
during my design of a foundation with high eccentricity ( eccentricity out of middle third ). I tried to calculate soil pressure manually and then by SAFE software. But I couldn't justify the large difference in soil stress results. I have attached a PDF file showing the two...
hi everybody
I'm designing a boundary walls in a residential area. I can't find anything in ASCE-7 or AASHTO directing me to design them to withstand vehicular impact.
can anyone guide me to find exact wording tells me that they are exempted from resisting vehicular impact?