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Architecture NewsArchitectural Technology

Industry Practices Questioned After Girder Fractures at Salesforce Transit Center

By Nadine M. Post
Industry Practices

Fractured bottom flange has cut in flange plate.

Photo courtesy of TJPA

Industry Practices

Tapered built-up plate girder, before fracture, has a hanger plate that slots through the flange at the cut.

Photo courtesy of TJPA

Industry Practices
Industry Practices
April 11, 2019

Attendees of a recent presentation on the earthquake-resistant structure of San Francisco’s Salesforce Transit Center—intended to provide a safe haven when the Big One hits—lauded the engineering of the 4.5-block-long hollow tube that supports the 1.2-million-sq-ft “groundscraper.” But there also was much talk of the project’s black eye, as a consequence of brittle fractures of the bottom flanges of two bridge-like built-up plate girders that span 87 ft over Fremont Street.

“It’s such a shame about the girders; it’s such a beautiful structure overall,” said one engineer, who declined to be named, after Bruce Gibbons, a managing principal of the hub’s engineer-of-record, Thornton Tomasetti (TT), presented at the American Institute of Steel Construction’s 2019 NASCC: The Steel Conference. The April 3-5 event drew more than 5,100 registrants to St. Louis.

Read this full story​, as well as ongoing coverage of the Salesforce Transit Center, on ENR.com.

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KEYWORDS: Engineering News-Record Salesforce Transit Center San Francisco

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Read more from Nadine Post in Architectural Record's sister publication Engineering News-Record.

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