Steel Girder Design per AASHTO LRFD Specifications (Part 2)
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Bridge Engineering
Volume 9, Issue 4
Abstract
This is the second of two companion papers discussing and illustrating the AASHTO LRFD Bridge Design Specifications for the design of steel girders subject to flexure and shear. In the first paper, notation was introduced that allows reformulation of the AASHTO design equations in a more convenient format and the design of steel I-girders in flexure was presented. The second paper addresses design of box girders for flexure and design of box and I-girders for shear. The design approach is illustrated by two detailed example problems.
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References
American Association of State Highway and Transportation Officials (AASHTO). (1998). LRFD bridge design specifications, 2nd Ed., Washington, D.C.
American Iron and Steel Institute (AISI). (1997). Four LRFD design examples of steel highway bridges, Washington, D.C.
Wollmann, G. P. (2004). “Steel girder design per AASHTO LRFD specifications (Part 1).” J. Bridge Eng., 9(3) 364–374.
Information & Authors
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Published In
Journal of Bridge Engineering
Volume 9 • Issue 4 • July 2004
Pages: 375 - 381
Copyright
Copyright © 2004 American Society of Civil Engineers.
History
Received: Feb 21, 2003
Accepted: Mar 10, 2003
Published online: Jun 15, 2004
Published in print: Jul 2004
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Authors
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Gregor P. Wollmann, P.E., M.ASCE
Senior Project Engineer, Michael Baker Jr., Inc., 5088 W. Washington St., Charleston, WV 25313.
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