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Golden Gate Bridge stiffening trusses

Named in the records1962

14 records of San Francisco tie this place, 1962: 0 decisions of the Board of Supervisors and 14 facts read from city reports. Open the full list, with filters for years, kind and outcome.

Kind
Named in the records
Records
14: 0 Board decisions, 14 facts from city reports
Years
1962

What the records say

All 14 records, in date order. The one-line summaries were written by a language model from the printed page; open the page to check the wording.

WhenWhat the record saysOutcomeSource
1962Golden Gate Bridge stiffening trusses · other: restricted length live load 3,200 + 2,800 = 6,000 lbs. per ft. of bridgeprojectCity report: Report on proposed installation of rapid transit trains on Golden Gate Bridge
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1962Golden Gate Bridge stiffening trusses · other: Restricted-length live load 3,200 + 2,800 = 6,000 lbs. per ft. of bridge, length 1,200 ft or lessfindingCity report: Report on proposed installation of rapid transit trains on Golden Gate Bridge
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1962Golden Gate Bridge stiffening trusses · other: restricted length live load 3,260 + 2,800 = 6,060 lbs. per ft. (Gronquist assumption)projectCity report: Report on proposed installation of rapid transit trains on Golden Gate Bridge
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1962Golden Gate Bridge stiffening trusses · other: restricted length live load 3,300 + 2,800 = 6,100 lbs. (Paine assumption)projectCity report: Report on proposed installation of rapid transit trains on Golden Gate Bridge
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1962Golden Gate Bridge stiffening truss chords · other: Chord steel specimen tests averaged 53,300 lbs per sq in against minimum yield point of 45,000 lbs per sq infindingCity report: Report on proposed installation of rapid transit trains on Golden Gate Bridge
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1962Golden Gate Bridge stiffening trusses · finding: Calculated stresses exceed permissible stresses in about 40% of all chord members in the center span under rapid transitfindingCity report: Report on proposed installation of rapid transit trains on Golden Gate Bridge
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1962Golden Gate Bridge stiffening trusses · recommendation: A large percentage of chord members would have to be strengthened if rapid transit were installedrecommendationCity report: Report on proposed installation of rapid transit trains on Golden Gate Bridge
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1962Golden Gate Bridge stiffening trusses · finding: Gronquist and Paine both report that strengthening of the chords would be necessary to various extentsfindingCity report: Report on proposed installation of rapid transit trains on Golden Gate Bridge
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1962Golden Gate Bridge stiffening trusses · recommendation: jack up stiffening trusses and insert shims between suspender sockets and bearingsrecommendationCity report: Report on proposed installation of rapid transit trains on Golden Gate Bridge
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1962Golden Gate Bridge stiffening trusses · finding: possible fatigue failures in truss connections after years of rapid transit trafficfindingCity report: Report on proposed installation of rapid transit trains on Golden Gate Bridge
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1962Golden Gate Bridge stiffening trusses · finding: no reason to expect fatigue failures under highway loadings of the present typefindingCity report: Report on proposed installation of rapid transit trains on Golden Gate Bridge
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1962Golden Gate Bridge stiffening trusses · finding: possible fatigue difficulties after a number of years of service with rapid transit loading addedfindingCity report: Report on proposed installation of rapid transit trains on Golden Gate Bridge
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1962Golden Gate Bridge stiffening trusses · recommendation: reduce stress fluctuation magnitude by careful addition of material in chords and web membersrecommendationCity report: Report on proposed installation of rapid transit trains on Golden Gate Bridge
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1962Golden Gate Bridge stiffening trusses · finding: More conservative stresses must be used to guard against fatigue failure of stiffening truss members under rapid transitfindingCity report: Report on proposed installation of rapid transit trains on Golden Gate Bridge
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