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Showing results for tags 'Column Steel'.
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AOA Respected Seniors ! At station location 0.00 In column reinforcement summary the longitudinal steel is very high as compare to other location in the same column. My friend told me to ignore the 0 location reinforcement and provide the rebar in the column according to other station locations. here is a snapshot of the column summary, so should i ignore the location 0 reinforcement ???? THANKS in advance.
