Column Eccentric in Staad Pro v8i
What is the eccentricity of a column & how to provide in Staad Pro v8i?
Loads can be eccentric to column due to the beams connecting to it not being at the CG of the column.IS code 456:2000 recommends a minimum eccentricity of Unsupported length/500 + Dimension of col/30 or 20mm.
Also due to slenderness and if we are not doing p-delta analysis, code recommends to add another eccentric moment which is generally called as slenderness moments.
For providing in Staad Pro v8i Check the video