Engineering and Contracting . /aDickm, \f:. /Vote- Braces toe. verfioatly- . r>^tvertical t>e^el :» if -Section thro Co/umn Forrrt^- » « ? Fig. 2—Form Details for Concrete Storehouse. striking illustration of the inefliciency of this antiquatedmethod of driving. The concrete piers were 1:3:6 gravel concrete, chutedinto place, the pile heads being embedded 6 in. in theconcrete. Reinforcing bars were provided in each pier •Condensed from an article by Civil Engineer E. R. Gayles. U. , in Public Works of the Xavy for June, ISltJ. The design of the floor systems is other


Engineering and Contracting . /aDickm, \f:. /Vote- Braces toe. verfioatly- . r>^tvertical t>e^el :» if -Section thro Co/umn Forrrt^- » « ? Fig. 2—Form Details for Concrete Storehouse. striking illustration of the inefliciency of this antiquatedmethod of driving. The concrete piers were 1:3:6 gravel concrete, chutedinto place, the pile heads being embedded 6 in. in theconcrete. Reinforcing bars were provided in each pier •Condensed from an article by Civil Engineer E. R. Gayles. U. , in Public Works of the Xavy for June, ISltJ. The design of the floor systems is otherwise extremelyliberal. For the second floor, where the design provides atotal slab thickness of in., a strict application of therecommendations contained in the 1913 Report of theCommittee on Concrete and Reinforced Concrete appointedby the American Society of Civil Engineers would permittheoretically a slab 4- in. thick; the center-to-center \72 span is 6 ft. 4 in., the clear span 5 ft., and the slab couldaccordingly be figure


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Keywords: ., bookcentury1900, bookdecade1900, bookpublisherchicago, bookyear19