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hello welcome to engineering nebraska structural engineering tutorials seismic detailing of special moment frames rc column as per nscp 2015 section 418. so no 2015 section 418 so letamp;#39;s start so dimensional limits so called looms shall satisfy a and b so the shortest cross-sectional dimension measured on a straight line passing through a geometric centroid shall be at least 300 mm so now iamp;#39;m shortest dimensional column to be earthquake resistant or to be passing the seismic detailing it shall be at least 300 mm then the ratio of the shortest cross-sectional dimension to the perpendicular dimension should be at least 0.4 so the ratio of the smallest to the largest cross-sectional dimension should be at least 0.4 so next the longitudinal reinforcement so ing to nscp section 418 uh ncp 2015 area of longitudinal reinforcement ast shall be at least 0.01 ag and shall not exceed 0.06 ag g so a big sub head uh one percent to six percent lung non cross sectional area and