Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Live load reactions to timber stringers
Current design specifications governing distribution of wheel loads to stringers of timber highway bridges carrying laminated timber flooring are questioned as being too conservative; formulas developed for calculating live load distribution, based on relative stiffness of load-carrying stringers and superimposed timber flooring; values of wheel-load reactions of stringers of various spacings, computed by proposed formulas, are compared with those recommended by AASHO specifications.
Live load reactions to timber stringers
Current design specifications governing distribution of wheel loads to stringers of timber highway bridges carrying laminated timber flooring are questioned as being too conservative; formulas developed for calculating live load distribution, based on relative stiffness of load-carrying stringers and superimposed timber flooring; values of wheel-load reactions of stringers of various spacings, computed by proposed formulas, are compared with those recommended by AASHO specifications.
Live load reactions to timber stringers
Eng News-Rec
Lothers, J.E. (Autor:in)
Engineering News-Record ; 131
1943
3 pages
Aufsatz (Zeitschrift)
Englisch
© Metadata Copyright Elsevier B. V. All rights reserved.
Wheel-load distribution to timber stringers
Engineering Index Backfile | 1945
|Wheel load distribution for shear in timber bridge stringers
Engineering Index Backfile | 1943
|Pedestrian Suspension Bridge with Timber Trussed Stringers
British Library Conference Proceedings | 1994
|Load tests of damaged railroad timber stringers repaired by shear spiking
Online Contents | 2012
|