A general model for rectangular footings part II: modeling for design
نویسندگان
چکیده
This paper presents a general model for the design to obtain thickness and reinforcing steel areas of rectangular footings that support from 1 “n” columns aligned on longitudinal axis. The pressure diagram is considered linear. Some recently published papers are restricted certain types as isolated footings, combined two columns. first part this shows minimum soil area supports Three numerical examples presented subjected an axial load orthogonal moments in each column one, three main advantage document over other documents is: can be applied one or more supported footing (unrestricted its sides, side opposite sides restricted).
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ژورنال
عنوان ژورنال: Dyna-colombia
سال: 2022
ISSN: ['0012-7353', '2346-2183']
DOI: https://doi.org/10.15446/dyna.v89n223.100030