Hi Guys,
I just have a situation at site where the core holes were drilled thorugh the masonry abutmnents and masonry spandrel walls of an arch viaduct carrying railway line. The core holes are drilled for masonry strength tests and are 100mm in diameter. I am just wondering what is the best...
HI Guys,
Hope someone might have experienced this things in the recent past and may be able to provide some information.
We are trying to connect spandrel walls of a arch masonry railway viaduct using steel tie bars. I am just thinking what should be the criteria for torque which shall be...
HI All,
Could anyone drop some pointers/literature on how to work out spacing of rivets while designing half through rivetted plate girders supporting bridge decks?
Any quick response would be much appreciated.
Regards.
Dear All,
Has anyone analysed the effects of forces imposed by the long welded rails/continous welded rails on rail bridges or have a copy of UIC 774-3R which elaborates this procedure? Any help would be much appreciated.
Regards,
has anyone used pucher charts for bridge deck slab local effects design? If yes, could youplease drop few lines on the method to use it and if possible attach a copy of the charts also to understand the process.
cheers
Hi,
I am looking for guidelines for the design of fabricated steel bearings for a 45 degree skew 19.5m span railway bridge half through deck. It is a three box girder system wwhich supports two decks in between them for railway tracks.
I can't find any guidelines for the fabricated steelk...
thread607-132357
I am starting this old thread.
If you have done a balanced cantilever bridge design, can you let me know any reference which outlines the step by step procedure for preliminary or detailed design?
I have never undertook a balanaced cantilever nridge design and keen to...
Hi Guys,
Hope soem one has tackled this issue recently.
I am just designing a 45 degree three girder system steel box girder deck rail bridge where the adjacent tracks are supported on two decks in between these three box girders which comprise of steel decking stiffened by t section below...
Hi There,
I used AASHTO a while ago and wonder if there is someone who can provide excel spreadsheets for the design of steel box sections and piles in accordance with latest AASHTO LRFD standards.
Thanks
cally
Dear friends,
I am looking for a latest list of asshto codes which is specific to the design of bridges (steel, concrete,prestressed).
I would appreciate a prompt response.
Regards,
Manoj
