Design for Minimum Eccentricity
Misalignment & nonuniform bearing possible BUT supports are not pins Suggested mimimum eccentricity = compressive load x (larger of 1" or 0.1d), acting independently about both principal axes Not in building codes
Misalignment & nonuniform bearing possible BUT supports are not pins
Suggested mimimum eccentricity = compressive load x (larger of 1" or 0.1d), acting independently about both principal axes
Not in building codes