Skinner, Frank W. (Frank Woodward), 1858-1932 · New York, McGraw · leaf 113
d 5,216,000 for dead load;end shear of center girder, 499,000 lbs. for live load, and 209,000lbs. for dead load. Max. moments, live loads..Max. moments, dead loadsMax. shears, live loads. .. ,Max. shears, dead loads . Floorbeams. 1,092,000 ft.-lbs.140,000 ft.-lbs.133,000 lbs.21,000 lbs. Stringers.… … RAILROAD PLATE GIRDeR SPANS 97 drilled from the solid, all other rivet holes are punched andreamed to \ in. greater diameter. Flange rivets are i in. in diam-eter, all other rivets | in. Rivets in floorbeam connections arereamed to iron templates. Splice plates, fillers, and web-stiffenerangles…
Bridges
Internet Archive · Boston Library Consortium · Public Domain Mark 1.0. Free to use for anything.
