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RISDimensioning Footings Subjected to Eccentric Loads
Publisher: American Society of Civil Engineers
Abstract: An approach often used to determine the bearing capacity of shallow foundations subjected to eccentric loading is based on Meyerhof's concept of a reduced effective area. The effective area is the area of greatest length ...
Closure to “<i>Dimensioning Footings Subjected to Eccentric Loads</i>” by William H. Highter and John C. Anders (May, 1985)
Publisher: American Society of Civil Engineers
Bachelor of Civil Technology and Civil Engineering Programs
Publisher: American Society of Civil Engineers
Abstract: This position paper, adopted unanimously by the Department Heads Council whose members represent the heads of the 222 civil engineering programs listed in the
Highlights of the Seattle Education Congress
Publisher: American Society of Civil Engineers