00208303

Component

http://onlinepubs.trb.org...s/hrr/1967/167/167-001.pdf

RESULTS ARE SUMMARIZED OF A RESEARCH PROJECT ON THE BEHAVIOR OF LONGITUDINALLY STIFFENED PLATE GIRDERS SUBJECTED TO EITHER PURE BENDING OR HIGH SHEAR. ANALYTICAL AND EXPERIMENTAL STUDIES WERE CONDUCTED TO DETERMINE THE INCREASE IN THE STATIC STRENGTH OF PLATE GIRDERS DUE TO THE PRESENCE OF LONGITUDINAL STIFFENERS. REQUIREMENTS FOR POSITIONING AND PROPORTIONING LONGITUDINAL STIFFENERS ARE ALSO DISCUSSED. /AUTHOR/

Paper sponsored by Committee on Steel Superstructures and presented at the 46th Annual Meeting. Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved

01410119

pp 1-8

1967

Highway Research Record

Print

Figures (11) ; References (7)

Bending; Bending stress; Longitudinal stiffeners; Plate girders; Positioning; Proportioning; Shear strength; Specifications; Statics; Strength of materials; Stresses; Structural analysis

Requirement

Bridges and other structures; Highways

TRIS, TRB

Aug 4 1994 12:00AM

• Dynamic Studies on the Bearing Capacity of Piles
• Fatigue Strength of Hybrid Plate Girders Under Constant Moment
• LATERAL DISTRIBUTION OF LOAD IN COMPOSITE BOX GIRDER BRIDGES
• PREFABRICATED COMPOSITE HIGHWAY BRIDGE UNITS WITH INVERTED STEEL T-BEAMS