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6/5 beam to column capacity check in the last floor
SAAD.KHAN. and one other reacted to Ali Karami for a topic
btw, i found this in ACI318-19:
2 points -
6/5 beam to column capacity check in the last floor
abbaskhan2294 reacted to Badar (BAZ) for a topic
The joint at the top end of column in the top floor does not require this check. The formation of hinge at this location "is part of plan".1 point
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