keenkeem
Civil/Environmental
- Sep 15, 2013
- 22
I was just wondering how does one considers the pressure of a compound footing subjected by a transverse moment?
Does one treats compound footing like an isolated footing? Does one considers the sum of axial loads and resultant moments,
(sum of axial forces)/(sums of transverse moment) determines its eccentricity, determines whether is it on the kern or not, determines whether to use P/A +- MC/I or the other formula? I haven't seen any engineers consider transverse moments and am curious as to why engineers does not consider that. I haven't seen any examples that considers it either? WHY??? Its been buggling me for a while.
I want to learn about finite analysis and its application to how it is applied to footings. Any books you would like to recommend? Free softwares that I could download? Books I could read?
Thank You
Does one treats compound footing like an isolated footing? Does one considers the sum of axial loads and resultant moments,
(sum of axial forces)/(sums of transverse moment) determines its eccentricity, determines whether is it on the kern or not, determines whether to use P/A +- MC/I or the other formula? I haven't seen any engineers consider transverse moments and am curious as to why engineers does not consider that. I haven't seen any examples that considers it either? WHY??? Its been buggling me for a while.
I want to learn about finite analysis and its application to how it is applied to footings. Any books you would like to recommend? Free softwares that I could download? Books I could read?
Thank You