09/08/2026
In the spring of 1978 Diane Hartley was a 21-year-old senior at Princeton, finishing her thesis on a new Manhattan tower. She got hold of its design calculations, and her adviser told her to check a quartering wind, one that hits a corner. A head-on wind presses one wall. A corner wind presses two. She worked the figures and thought a corner wind pushed harder, and the steel should have been sized for it.
So she rang. A junior engineer told her it could handle it: the code asked only for the head-on case. On the code he was exactly right.
The tower was Citicorp's, on Lexington Avenue. As it went up, Bethlehem Steel proposed bolting the brace joints instead of welding them. Cheaper, and routine. William LeMessurier had designed that bracing. His own New York office approved it in 1974. He heard of it in May 1978, four years later, and it did not worry him.
In late July, he ran the corner case himself and the number surprised him. His office had checked the head-on case and nothing else. He took his figures to Alan Davenport, whose lab had run the tower's wind tunnel tests. By Joe Morgenstern's account for The New Yorker, a sixteen-year storm could bring the weakest joint down, with the counterweight on the roof out of action.
He told Citicorp. By August, welders came in once the tenants had emptied out of the offices. They covered more than two hundred bolted joints with two-inch steel plates, from eight at night until four.
On 8 August, Citicorp put out a release. The bracing would be strengthened, on new wind tunnel data, and its engineers had assured the bank there was no danger. Two papers ran it. Neither asked what the new data was. That afternoon LeMessurier told the city's building commissioner everything.
The public got none of it. Hurricane Ella came up the coast while the welding went on. Plans were drawn with the police, the city's emergency office and the Red Cross, to evacuate the tower and a wide area around it. New York's major papers were on strike, and the work finished weeks before they came back. Morgenstern printed the story in May 1995, seventeen years later.
In 2019, the National Institute of Standards and Technology, a US government lab that studies wind on buildings, went back to it. Dat Duthinh and colleagues compared the two cases on a generic tower, and the corner wind loaded it less, not more. Each of the two walls has a worst push. The 1978 work added the two, as if they came at the same moment. Wind comes in gusts, Duthinh writes, so they do not. The corner number came out too big. The Citicorp tests are proprietary, so a generic tower is what they had.
No one here behaved badly. Hartley did the work and asked the question. The office answered her correctly. LeMessurier checked anyway, and had the tower strengthened before anyone made him. Hartley found out before Morgenstern printed it, in the early nineties, from a television report, holding her baby. Nobody had told her. Forty-one years later, Duthinh says the answer she was given was right, and no outsider can check that against the building.
This story joins Petroski, our line on engineering failures, as the one where nothing broke, with the sources behind every claim and the seven plates before it: shannon.engineeringcommunity.net.
Image: Norman McGrath, 1978. Library of Congress, LC-DIG-ppem-02530.