JOURNAL OF THE JAPANESE FORESTRY SOCIETY
Online ISSN : 2185-8195
Print ISSN : 0021-485X
Standard steel bridge planning used to forest railway. I -beam (III)
Minoru KAMIIZAKAHitoo MATSUMOTO
Author information
JOURNAL FREE ACCESS

1956 Volume 38 Issue 6 Pages 223-224

Details
Abstract

On the 1 st and the 2 nd reports, we determined standard load by data of locomotive or wagon load which is using in each districts and inspected allowable bending moment or stiffness for live load act on various beams. Using those results, we determined the figure of I-beam, the length defined as 5, 8, 10 and 12m, which was planned as safely for each standard loads.

Content from these authors
© Japanese Forestry Society
Previous article Next article
feedback
Top