Engineering analysis and design software
Bridge design and engineering

Case Study

Share this article 

 

Bellmouth Passage Swing Bridges

  • Steel and glass swing footbridges
  • Calculation of pre-camber required to ensure correct closure
  • Analysis of construction process and installation of glass panels

Bellmouth passage swing bridge - closed

Davy Markham used LUSAS to carry out its own design of two pedestrian swing bridges for the Eastern district of Canary Wharf. The bridges span the north/south waterway named Bellmouth Passage, and link Canada Square with Churchill Place - a retail development constructed at the same time. Waterways throughout Canary Wharf are in constant use by pleasure craft and were also used at the time by construction vessels delivering raw materials.

The swing bridges supplement the existing pedestrian links in the area and allow for the passage of small craft when closed and for larger vessels when open. Enclosed in steel and glass, the bridges are of cellular box-beam construction. Davy Markham handled the complete design, manufacture and commissioning of the main bridge structures, rotating and nose-locking mechanisms, and PLC control systems. 

The deck structures were built to a calculated pre-camber and during construction ballast was used to compensate for the eventual weight of the glazed passageway and superstructure, installed subsequently on site. Analysis with LUSAS was needed in order to calculate the amount of pre-camber required to ensure closure due to a 120mm deflection along the length of the cantilever span.

Bellmouth passage swing bridge - open

"Analysis with LUSAS was needed in order to calculate the amount of pre-camber required to ensure closure due to a 120mm deflection along the length of the cantilever span."

Phil Snowsil, Senior Design Engineer, Davy Markham


Share this article 

 


Other LUSAS Bridge case studies:

 

Software Information

  Bridge / Bridge plus
green_arrow.gif (94 bytes) Software overview
green_arrow.gif (94 bytes) Modelling in general
green_arrow.gif (94 bytes) Advanced elements, materials and solvers
green_arrow.gif (94 bytes) Load types and combinations
green_arrow.gif (94 bytes) Staged construction modelling
green_arrow.gif (94 bytes) Geotechnical / Soil-structure modelling
green_arrow.gif (94 bytes) Analysis and design
green_arrow.gif (94 bytes) Design code facilities
green_arrow.gif (94 bytes) Viewing results
green_arrow.gif (94 bytes) Software customisation

  Bridge LT
green_arrow.gif (94 bytes) Software overview

  Choosing Software
green_arrow.gif (94 bytes) Software products
green_arrow.gif (94 bytes) LUSAS Bridge LT
green_arrow.gif (94 bytes) LUSAS Bridge
green_arrow.gif (94 bytes) LUSAS Bridge Plus
green_arrow.gif (94 bytes) Software selection
green_arrow.gif (94 bytes) Software options

green_arrow.gif (94 bytes) Videos
 
green_arrow.gif (94 bytes) Case Studies

  Additional Information
green_arrow.gif (94 bytes) Linear and nonlinear buckling analysis
green_arrow.gif (94 bytes) Curved girder analysis
green_arrow.gif (94 bytes) Integral or jointless bridges
green_arrow.gif (94 bytes) Post-tensioning
green_arrow.gif (94 bytes) Concrete modelling
green_arrow.gif (94 bytes) Interactive Modal Dynamics
green_arrow.gif (94 bytes) LUSAS Programmable Interface (LPI)

  Example applications
green_arrow.gif (94 bytes) Footbridge design
green_arrow.gif (94 bytes) Rail solutions
green_arrow.gif (94 bytes) Soil-Structure Interaction Modelling

  General information
green_arrow.gif (94 bytes) Hardware specification
green_arrow.gif (94 bytes) Licencing and Networking options
green_arrow.gif (94 bytes) Software prices
green_arrow.gif (94 bytes) Documentation
green_arrow.gif (94 bytes) Links page
 

Request information

 


innovative | flexible | trusted

LUSAS is a trademark and trading name of Finite Element Analysis Ltd. Copyright 1982 - 2019. Privacy policy. 
Any modelling and analysis capabilities described on this page are dependent upon the LUSAS software product and version in use. Last modified: June 03, 2019.

Statcounter