Typ/c^l B£/^R/NG A a o / <y.3o G H K M /V o-30ti/f- 0-3 O 41 V SUBSTRUCTUREArt. 27• Determination of the Load Effects The load effects have already been determined in Art. 7» andtabulated in Plate XII. The reactions on each main trunnion post near the approachbridge of longer span are 90,300…
Movable bridges · Bridges · Theses
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