Skinner, Frank W. (Frank Woodward), 1858-1932 · New York, McGraw · leaf 61
one end only, where there was asharp deflection under the end ram, a. At the opposite end thelower flange angles failed in the root, but the web did not fail,and the deflection was an easy curve. As the failure of thelower flanges progressed, the post connection angles also failedby tearing through… … &V55e.+ PI. forLaf€j-al Bracing Test to Destruction of Full-size Plate Girder Floorbeam. 532,500 lbs., was about 3^ times that for Avhich the floorbeam wasproportioned, and the resulting stresses were computed to be : Inthe flanges 12,600, 19,000, and 21,200 at points m, a, and b re-spectively.…
Bridges
Internet Archive · Boston Library Consortium · Public Domain Mark 1.0. Free to use for anything.
