Mantu C. Baishya
Engineers at 140 St, Omaha, NE

License number
Colorado 38640
Issued Date
Sep 20, 2004
Renew Date
Oct 1, 2010
Expiration Date
Oct 31, 2013
Type
Professional Engineer
Address
Address
5104 N 140Th St, Omaha, NE 68164

Personal information

See more information about Mantu C. Baishya at radaris.com
Name
Address
Phone
Mantu Baishya, age 65
5104 N 140Th St, Omaha, NE 68164
(402) 397-2283
Mantu Baishya
Omaha, NE
(402) 397-2283
Mantu C Baishya, age 65
5104 140Th St, Omaha, NE 68164
(402) 397-2283
Mantu C Baishya
9430 Brownley Dr, Omaha, NE 68134
(402) 397-2283

Professional information

See more information about Mantu C. Baishya at trustoria.com
Mantu Baishya Photo 1
Independent Civil Engineering Professional

Independent Civil Engineering Professional

Location:
Greater Omaha Area
Industry:
Civil Engineering
Work:
HNTB Corporation 2008 - 2010 - Structural Engineer Kirkham Michael 2000 - 2008 - Senior Structural Engineer Kirkham Michael & Associates 2000 - 2008 - Senior Structural Engineer
Education:
Birla Institute of Technology and Science 1977 - 1982
BE (Hons), Civil Engineering


Mantu Baishya Photo 2
Continuous Prestressed Concrete Bridge Deck Subpanel System

Continuous Prestressed Concrete Bridge Deck Subpanel System

US Patent:
6668412, Dec 30, 2003
Filed:
May 27, 1998
Appl. No.:
09/085802
Inventors:
Maher K. Tadros - Omaha NE
Sameh Samir Badie - Omaha NE
Mantu C. Baishya - Omaha NE
Assignee:
Board of Regents of University of Nebraska - Lincoln NE
International Classification:
F16D 100
US Classification:
14 731, 14 73, 403229
Abstract:
A prestressed concrete panel for a bridge construction includes a first section having at least one tension member extending therethrough. A second section of the panel is spaced from the first section to form a gap therebetween. The tension member extends through the second section also and across the gap. The gap is adapted to be aligned above a support beam or girder. At least one compression member also extends between the first and second sections and across the gap in such a manner such that the gap is maintained against the tension forces of the tension member.