. Electric railway journal . NEW ORLEANS CAR—CROSS-SECTION, SHOWING DETAILS OFSIDE CONSTRUCTION Section D-DThrough Post. Electric Ry,Jawn\al NEW ORLEANS CAR—DETAILS OF SIDE POST AND CARLINECONSTRUCTION 272 ELECTRIC RAILWAY JOURNAL [Vol. XLV, No. 6. NEW ORLEANS CAR—SIDE GIRDERS AND FLOOR FRAMINGBEFORE INSTALLATION OF POSTS side-girders made up of No. 12 gage steel plates, whichare 30-in. wide and 34 ft. 8 in. long when top member of this girder is a 3%-in. x 1-in. x %-in. dropper bar, and the bottom member is a 4-in. x 5/16-in. angle. Two splice plates are introduced inthe
. Electric railway journal . NEW ORLEANS CAR—CROSS-SECTION, SHOWING DETAILS OFSIDE CONSTRUCTION Section D-DThrough Post. Electric Ry,Jawn\al NEW ORLEANS CAR—DETAILS OF SIDE POST AND CARLINECONSTRUCTION 272 ELECTRIC RAILWAY JOURNAL [Vol. XLV, No. 6. NEW ORLEANS CAR—SIDE GIRDERS AND FLOOR FRAMINGBEFORE INSTALLATION OF POSTS side-girders made up of No. 12 gage steel plates, whichare 30-in. wide and 34 ft. 8 in. long when top member of this girder is a 3%-in. x 1-in. x %-in. dropper bar, and the bottom member is a 4-in. x 5/16-in. angle. Two splice plates are introduced inthe length of each girder, and reinforcement againstbuckling is provided at the bolsters by means of 4-in. x5-in. x %-in. angle and a 4%-in. x 3-in. x %-in. verticaltee, securely riveted to the girder web. The bottommember at the side of each girder is bent inward at theend sill and the two members meet at the center line ofthe car, where they are spliced together to form theend sills. In addition, a 3/16-in. x 9yo-in. plate is se-curely riveted to the above-mentioned angles and thisis reinforced on the bottom with a 3V2-in. x 21/2-in. x^-in. angle. Frequent crossings composed of 4-in., chan-nels fasten the two girders together and p
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