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- W596429079 abstract "In the development of a computer program (SIMON) to design plate girders according to the load-factor specifications of the American Association of State Highway and Transportation Officials (AASHTO), questions arose regarding the lateral-buckling requirements. The AASHTO lateral-buckling equation was developed for prismatic flanges, and it was questioned whether it would be applicable to a stepped (nonprismatic) compression flange. Also, it was questioned whether the 20 percent increase in ultimate moment permitted by AASHTO was applicable to stepped flanges. To resolve these questions Research reviewed the basis for the AASHTO requirements and analyzed the buckling loads of stepped columns with various geometries. Based on these results, a design procedure was developed which relates the strength of a stepped flange to that of a prismatic flange. This procedure is now being used in the load-factor design portion of the computer program SIMON." @default.
- W596429079 created "2016-06-24" @default.
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- W596429079 date "1974-10-22" @default.
- W596429079 modified "2023-09-23" @default.
- W596429079 title "LATERAL BUCKLING OF HIGHWAY-BRIDGE GIRDERS" @default.
- W596429079 hasPublicationYear "1974" @default.
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