PROGRAMMED ANALYSIS OF AXIAL AND BENDING DESIGN STRESSES FOR RIGIDLY-CONNECTED THREE-SPAN CONTINUOUS HIGHWAY-BRIDGE WARREN TRUSSES
A SOLUTION FOR ALL GENUINE STRESSES IN RIGIDLY-CONNECTED HIGHWAY-BRIDGE TRUSSES UNDER ALL GRAVITY LOADS HAS BEEN PRESENTED THROUGH THREE PREVIOUS REPORTS FROM SOUTH DAKOTA UNDER THE DIRECTION OF DR. SHU-TIEN LI' ENERGY METHOD FOR ANALYZING ALL STRESSES IN RIGID TRUSSES; AND A NEW MATRIX- ENERGY METHOD FOR ANALYZING ALL STRESSES IN RIGIDLY- CONNECTED HIGHWAY-BRIDGE TRUSSES, VOLUMES 1 AND 2. THE PURPOSE OF THIS WORK IS TO PROGRAM THE ENTIRE ANALYSIS IN THE FORTRAN LANGUAGE FOR ELECTRONIC DIGITAL COMPUTERS. THIS PROGRAM IS FOR ANY THROUGH, SYMMETRICAL, THREE-SPAN, WARREN- TYPE, CONTINUOUS, HIGHWAY-BRIDGE TRUSS OF ANY CONFIGURATION. THE PROGRAM IS DIVIDED INTO THREE PHASES' I, FROM THE INPUT DATA TO THE SIMULTANEOUS EQUATIONS; AND II, FROM THE SOLUTION OF THE SIMULTANEOUS EQUATIONS; AND III, FROM THE SOLUTION VECTORS TO THE FINAL MAXIMUM AND MINIMUM DESIGN STRESSES FOR EACH MEMBER OF THE TRUSS. THESE STRESSES ARE DUE TO AASHO GROUP I LOADING. FOR LARGER COMPUTERS PHASE I, II, AND III CAN BE RUN IN ONE LONG CONTINUOUS PROGRAM BY ELIMINATING THE OUTPUT-INPUT STATEMENTS LINKING THE PHASES. /BPR/
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Supplemental Notes:
- Hps-hpr1/26/, STATE RES PROJ ?617, AUG64
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Corporate Authors:
South Dakota School of Mines and Technology, Rapid City
501 East St Joseph Street
Rapid City, SD United States 57701 -
Authors:
- Russell, J E
- Li, S T
- Publication Date: 1964-8
Subject/Index Terms
- TRT Terms: Analysis; Axial loads; Bending; Bending stress; Computer programming; Computer programming languages; Computers; Design; Digital computers; Highway bridges; Stresses; Trusses
- Identifier Terms: FORTRAN (Computer program language)
- Uncontrolled Terms: Axial stress; Programming; Warren trusses
- Old TRIS Terms: Rigidly-connected; Three-span continuous
- Subject Areas: Bridges and other structures; Design; Highways;
Filing Info
- Accession Number: 00207745
- Record Type: Publication
- Files: TRIS
- Created Date: Oct 1 1994 12:00AM