. Armour engineer. Fig. 6. View of Lake Street Subway Bridge. 18 inches to 24 inches. The ends of the cantilevers are cut offperpendicular to the center line of the pier and the concreteslabs are allowed to project beyond the extreme corner, whichgives a better appearance and a more satisfactory detail thanwould be obtained if the ends were made parallel and flushwith the slab parapets, because the arrangement adopted elim-inates the sharp corner and warped surface. The column shafts from the ^springing line of the toparches to the top of the base or pedestal vary in height from6 feet to 7 fee
. Armour engineer. Fig. 6. View of Lake Street Subway Bridge. 18 inches to 24 inches. The ends of the cantilevers are cut offperpendicular to the center line of the pier and the concreteslabs are allowed to project beyond the extreme corner, whichgives a better appearance and a more satisfactory detail thanwould be obtained if the ends were made parallel and flushwith the slab parapets, because the arrangement adopted elim-inates the sharp corner and warped surface. The column shafts from the ^springing line of the toparches to the top of the base or pedestal vary in height from6 feet to 7 feet 3 inches. The top of the so-called base or pedes-. ^ =3
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Keywords: ., bookcentury1900, bookdecade1910, bookidarmourengine, bookyear1910
