Tranasactions of the Asce Paper No 1156 8 2

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Tranasactions of the Asce Paper No 1156 8 2
Bf Cresson Jr
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Theweight of the structure was placed on these bents directly beneath thecolumns by jacking up the temporary girders again, putting blocking betweenthe bents and the base of the columns, and taking out the blocking whichhad been put in previously under the temporary shoring girders. The 24-in. Water main was carried over the excavation on cables from the temporaryshoring girders, except when they were being jacked up, at which time postswere placed beneath it.
Anchor-bolts were put in place bet
...ween the column bases and the bentsdirectly beneath, in order to increase the lateral stiffness, and rakerbraces were also used. This having been done, the temporary shoring girderswere moved south to the next column, where the process was repeated. Thetimber bents, shown in detail by Fig. 2, were then put in place as shown byFigs. 4 and 5, and by Fig. 3, Plate XLVII. These bents were framed astightly as possible, using generally a 20-ton jack, and they were erectedsimultaneously at each pair of columns.

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