. Design of a 120 foot steel spandrel-braced two hinged arch railroad bridge . (^<^^/g3 OES/G/V OF /. OtySR sysT£^M /oa^cy = yo oo 0 x/s oo = 3 0 n//°s^ Co/7sy^= 79 Cc/ = ^ Q(^= ^/.9/ c/^ . S37o -3d3J(% o/r^/es.

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Keywords: ., bookcentury1900, bookdecade1910, bookiddesignof120f, bookyear1912