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This topic has been extensively discussed in the forum. See the topic below.1 point
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Stepped Column-Bursting Effect
UmarMakhzumi reacted to Areeb for a topic
Well as its sudden reduction in width of the column my advice is to consider this solution. Don't consider the reduction of column and instead if possible provide a beam and floating column thereby the floating column will act as point load on beam and you could design your beam for that load. Also stop that 5.4 m width column at that level and don't consider it for upper levels.1 point
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