FOOTOVER BRIDGE DESIGN

Project:www.sefindia.org
Component:User interface
Category:support request
Priority:critical
Assigned:prajapati.guru
Status:active
Description

Dear Sefians,
I have to submit a project on designing of footover bridge. Is it necessary to consider the wind loads in all directions although I have considered the seismic effects.
Also, do I have to assign the design parameters separately to the members considering the maximum length to check slenderness, deflection, sidesway, lancing etc. Please help me with the input parameters of staad to check these data. I have enclosed the staad input file for reference.
Thanks to all.

Updates

#1 submitted by lucindakyte on Thu, 08/15/2013 - 05:37

I would love to do this project on Excel Bridge Manufacturing Co. where we can build quality bridges with the desire design and will surely finish the project on time.