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Williams "spent more than nine hours pinned underneath the lower skywalk with both legs dislocated and having nearly drowned before the water was shut off. " Why It Occurred The cause of the disaster was an unapproved change in the 4th and 2nd walkway's suspension. The walkways were originally planned to be hung by one continuous rod. However, after a phone conversation with Havens Steel, the plan was changed to hang the walkways by two connecting rods. This change occurred without the submission of formal plans to change the design. The construction company, Jack D. Gillum and Associates, was concerned that the continuous rods would be damaged during construction. The change to two rods altered the amount of force on the 4th walkway, with the investigation concluding that the top walkway could only sustain 30% of the weight added to it. However, according to Had this change in hanger rod detail not been made, the ultimate capacity of the box beam-hanger rod connection still would have been far short of that expected of a connection designed in accordance with the Kansas City Building Code.
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