Engineering and Contracting . oor svstcm of the 4(3-ft. clear road- reinforcement for the beams and the includedfloor slab, is shown in Fig. 1 (c). Figure1 (d) shows a section through the beam onthe center line of the pier and the adjacentcross-beam, and Fig. 1 (e) shows a longi-tudinal section through the joint between thetwo cantilever arms. The latter drawingshows the details of this joint. It will benoted that the joint is so constructed thatshear is transmitted by it. These sectionsshow the thickness of the floor slab at vari-ous points. The 7-ft. sidewalk on each side of theroadway exten
Engineering and Contracting . oor svstcm of the 4(3-ft. clear road- reinforcement for the beams and the includedfloor slab, is shown in Fig. 1 (c). Figure1 (d) shows a section through the beam onthe center line of the pier and the adjacentcross-beam, and Fig. 1 (e) shows a longi-tudinal section through the joint between thetwo cantilever arms. The latter drawingshows the details of this joint. It will benoted that the joint is so constructed thatshear is transmitted by it. These sectionsshow the thickness of the floor slab at vari-ous points. The 7-ft. sidewalk on each side of theroadway extends 1 ft. inside of the outsiderib, over the rib, and cantilevers 4 ft. outsideof it. Figure 1 (b) shows a section throughthe sidewalk. This drawing gives the prin-cipal dimensions and indicates the size andarrangement of the reinforcement. The caiUilever ribs have spans of 30, 35 Short stroightbarsatjoint ISoc intopand bottom V?_CS5:t. i _£ji1^^[fpfr6q<iway^ ^Altbars-^ ^Finished surface of roadway\ Vbn§?i3 Iholetvith tttimbleforfutureX-trol/eypole ?a-o^ .4, .( :- - AOOr iSroc . f Finish iGradeUne Bfnde\/eryybor —...-;..\. y-o ??IO-9f -+»?? (a) Plan ru^ors into bottom of slab) Fin surf of roadway ?-. Kj. I *? v Varies^ j ~*::,! ?Altbrs-. jy {WSeoc. [ Drip ^ ^ TO-- -•DP.^i^ {..^•^*^: -/--T
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Keywords: ., bookcentury1900, bookdecade1900, bookpublisherchicago, bookyear19
