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3 CHORD MEMBER SYSTEM FOR LONG SPAN TRUSSES & BRIDGES

 
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muralimithun
SEFI Member
SEFI Member


Joined: 03 Sep 2011
Posts: 10
PostPosted: Tue Mar 13, 2018 5:01 pm    Post subject: 3 CHORD MEMBER SYSTEM FOR LONG SPAN TRUSSES & BRIDGES Reply with quote
DEAR SEFIANS,

GOOD DAY. THIS IS A NEW SYSTEM OF APPROACH TO DEVELOP A 3 CHORD SYSTEM FOR LONG SPAN BRIDGES TO ARREST LATERAL BUCKLING & VERTICAL DEFLECTION. EARLIER 2 CHORD, 4 CHORD SYSTEMS WERE ADOPTED. I WOULD LIKE TO REQUEST HERE, THAT, HOW A SYSTEM CAN BE DEVELOPED & WHAT ARE THE ADVANTAGES WHEN 3 CHORD SYSTEM IS COMPARED WITH 2 CHORD SYSTEM. YOUR KIND INPUT HELPS MY PROJECT TO MOVE.

I HAVE BEEN GIVEN A TAST & I WOULD LIKE TO SEND MY EMAIL ID HERE & THOSE WHO WANTS TO RESPOND PLEASE SEND EMAIL ID FOR DISCUSSIONS TO: MURALINARAYANAN79@HOTMAIL.COM

THANKS IN ADVANCE HELKPNG ME.
REGARDS,
MURALI
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Murali Narayan
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muralimithun
SEFI Member
SEFI Member


Joined: 03 Sep 2011
Posts: 10
PostPosted: Wed Jun 13, 2018 10:49 am    Post subject: Reply with quote
Hello All, I have been involved in this 3Chord and 4 chord truss systems with prestressing the steel members. May I know few guidelines from anyone on this again on prestressing in structyrak steel sections .It's new concept what I believe . Please email me at muralinarayanan79@hotmail.com
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Murali Narayan
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