Jump to content
 







Main menu
   


Navigation  



Main page
Contents
Current events
Random article
About Wikipedia
Contact us
Donate
 




Contribute  



Help
Learn to edit
Community portal
Recent changes
Upload file
 








Search  

































Create account

Log in
 









Create account
 Log in
 




Pages for logged out editors learn more  



Contributions
Talk
 



















Contents

   



(Top)
 


1 Origins  





2 Truss  





3 Bridges  





4 Architecture  





5 Aircraft  





6 Notes  



6.1  Explanatory notes  





6.2  Citations  







7 External links  














Warren truss






Español
 

Edit links
 









Article
Talk
 

















Read
Edit
View history
 








Tools
   


Actions  



Read
Edit
View history
 




General  



What links here
Related changes
Upload file
Special pages
Permanent link
Page information
Cite this page
Get shortened URL
Download QR code
Wikidata item
 




Print/export  



Download as PDF
Printable version
 




In other projects  



Wikimedia Commons
 
















Appearance
   

 






From Wikipedia, the free encyclopedia
 


Warren truss – some of the diagonals are under compression and some under tension.

Instructural engineering, a Warren trussorequilateral truss[1] is a type of truss employing a weight-saving design based upon equilateral triangles. It is named after the British engineer James Warren, who patented it in 1848.

Wills Creek Bollman Bridge, a short Warren truss bridge of 1871

Origins

[edit]

It was patented in 1848 by its designers James Warren and Willoughby Theobald Monzani.[citation needed]

Truss

[edit]

The Warren truss consists of longitudinal members joined only by angled cross-members, forming alternately inverted Equilateral triangle-shaped spaces along its length. This gives a pure truss: each individual strut, beam, or tie is only subject to tension or compression forces, there are no bending or torsional forces on them.

Loads on the diagonals alternate between compression and tension (approaching the centre), with no vertical elements, while elements near the centre must support both tension and compression in response to live loads. This configuration combines strength with economy of materials and can therefore be relatively light. The girders being of equal length, it is ideal for use in prefabricated modular bridges.

It is an improvement over the Neville truss in which the elements form isosceles triangles.[2]

A variant of the Warren truss has additional vertical members within the triangles.[1] These are used when the lengths of the upper horizontal members would otherwise become so long as to present a risk of buckling[i] These verticals do not carry a large proportion of the truss loads; they act mostly to stabilise the horizontal members against breaking down.

Bridges

[edit]
Crumlin Viaduct,[3] 1857, an important early use of the Warren truss[4]
Chiba Urban Monorail, Japan

Architecture

[edit]

The Warren truss is a prominent structural feature in hundreds of hastily constructed aircraft hangars in WW2. In the early parts of the war, the British and Canadian government formed an agreement known as the British Commonwealth Air Training Plan which used newly constructed airbases in Canada to train aircrew needed to sustain emerging air forces. Hundreds of airfields, aprons, taxiways and ground installations were constructed all across Canada. Two characteristic features were a triangle runway layout and hangars built from virgin British Columbia timbers with Warren truss configuration roofs.[5][6] Many still remain in service.

Aircraft

[edit]
A preserved Ansaldo SVA, with Warren truss bracing between its wings
AHandley Page H.P.42 shows off its interplane trusses.

Warren truss construction has also been used in airframe design and construction, for substantial numbers of aircraft designs.

An early use was for the interplane wing struts on some biplanes. The Italian World War I Ansaldo SVA series of fast reconnaissance biplanes were among the fastest aircraft of their era, while the Handley Page H.P.42 was a successful airliner of the late 1920s and the Fiat CR.42 Falco Falco fighter remained in service until World War II.

The Warren truss is also sometimes used for fuselage frames, such as in the Piper J-3 Cub and Hawker Hurricane.

Notes

[edit]

Explanatory notes

[edit]
  1. ^ Column theory shows that the risk of buckling increases with length, not merely compressive load.

Citations

[edit]
  1. ^ a b Frank Griggs, Jr. (July 2015). "The Warren Truss". Structure.
  • ^ "Warren Truss". Garrett's Bridges.
  • ^ Jones, Stephen K. (2009). Brunel in South Wales. Vol. III: Links with Leviathans. Stroud: The History Press. pp. 20–21. ISBN 9780752449128.
  • ^ de Maré, Eric (1975) [1954]. Bridges of Britain. Batsford. pp. 86–87. ISBN 0-7134-2925-9.
  • ^ "Hangar #14". HistoricPlaces.ca. Retrieved 26 December 2019.
  • ^ Rkelland (10 February 2016). "Hangar 14 and the British Commonwealth Air Training Plan". Retrieved 26 December 2019.
  • [edit]
    Retrieved from "https://en.wikipedia.org/w/index.php?title=Warren_truss&oldid=1230713056"

    Category: 
    Trusses
    Hidden categories: 
    CS1: long volume value
    Articles with short description
    Short description matches Wikidata
    Use dmy dates from February 2020
    All articles with unsourced statements
    Articles with unsourced statements from October 2021
    Commons category link is on Wikidata
     



    This page was last edited on 24 June 2024, at 08:11 (UTC).

    Text is available under the Creative Commons Attribution-ShareAlike License 4.0; additional terms may apply. By using this site, you agree to the Terms of Use and Privacy Policy. Wikipedia® is a registered trademark of the Wikimedia Foundation, Inc., a non-profit organization.



    Privacy policy

    About Wikipedia

    Disclaimers

    Contact Wikipedia

    Code of Conduct

    Developers

    Statistics

    Cookie statement

    Mobile view



    Wikimedia Foundation
    Powered by MediaWiki