00209598

Component

http://onlinepubs.trb.org...earchrpts/1952/14B-002.pdf

THE GENERAL PURPOSE WAS TO OBTAIN STRESS AND DEFLECTION DATA WHICH COULD BE CORRELATED WITH THEORETICAL VALUES TO ACCOMPLISH EFFICIENCY AND ECONOMY IN THE DESIGN OF HIGHWAY BRIDGES. THE INFORMATION WILL ALSO BE USED IN A STUDY OF THE LIVE-LOAD-CARRYING CAPACITY OF EXISTING HIGHWAY STRUCTURES UNDER LOADS IMPOSED UPON THEM BY HEAVY, MOTOR-TRANSPORT UNITS. /AUTHOR/

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01381802

29p

1952

Highway Research Board Research Reports

Thirty-First Annual Meeting of the Highway Research Board

Digital/other

Figures (24) ; Tables (13)

Beams; Bridge design; Bridges; Deflection; Diaphragms (Engineering); Highway bridges; Load transfer; Loads; Stresses; Structural design

Bridges and other structures; Highways

TRIS, TRB

May 22 1972 12:00AM

• DISTRIBUTION OF LOADS TO GIRDERS IN SLAB-AND-GIRDER BRIDGES: THEORETICAL ANALYSES AND THEIR RELATION TO FIELD TESTS
• EFFECT OF TRUCKS UPON A FEW BRIDGE FLOORS IN IOWA IN 1922 AND IN 1948
• LOAD DISTRIBUTION BETWEEN GIRDERS ON SAN LEANDRO CREEK BRIDGE
• LOAD DISTRIBUTION ON HIGHWAY BRIDGES HAVING ADEQUATE TRANSVERSE DIAPHRAGMS
• REACTIONS OF A TWO-SPAN, SKEWED, RIGID-FRAME BRIDGE, WITH DISCUSSION