Analysis and design of eccentrically loaded corner combined footing for rectangular columns

Some of the constrains related to boundary issues demand the column to be placed either on the edge or corner of the site boundary. In such cases, the design and analysis of footing becomes challenging. An attempt has been made in the current paper to analyse and design eccentrically loaded corner combined footing for rectangular columns by considering four cases of different locations of the columns, which is subjected to axial load and bi-axial moments. Analysis and design is carried out by transferring the CG of loads to the CG of footing. This method can satisfactorily be used for real conditions.