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Solid floors : railroad bridges (1913)

Kosters, Stuart Fransworth · leaf 16

An illustration from Solid floors : railroad bridges, 1913, leaf 16
7 1JS 3x3 x ^-x£4-0 /9<s>/o= te-o … & Cross Section of Floor. -4- for first class floor bridges is less than for second or thirdclass floor bridges, because: A: No back wall is required for abutments. In short spansthis saving alone is sufficient to pay the difference in costbetween a second-and a first-class bridge floor. B:…

Bridges · Theses

Internet Archive · University of Illinois Urbana-Champaign · Public Domain Mark 1.0. Free to use for anything.

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