walkways fell to the atrium floor. The third floor walkway was not involved in the collapse. According to original design documents, a single set of hanger rods would pass through the second floor and fourth floor box beam to support these two elements from atrium roof. However, during construction, shop drawings were prepared by the fabricator using two set of hanger rod rather than single set doubling the load to be transferred by the fourth floor box beam-hanger rod connection. Under the original load the connection would have had the capacity to resist the estimated acting loads during the time of collapse. Unfortunately, lack of effective communication is one of the major issues which lead to this structural failure.
walkways fell to the atrium floor. The third floor walkway was not involved in the collapse. According to original design documents, a single set of hanger rods would pass through the second floor and fourth floor box beam to support these two elements from atrium roof. However, during construction, shop drawings were prepared by the fabricator using two set of hanger rod rather than single set doubling the load to be transferred by the fourth floor box beam-hanger rod connection. Under the original load the connection would have had the capacity to resist the estimated acting loads during the time of collapse. Unfortunately, lack of effective communication is one of the major issues which lead to this structural failure.