... girders 29. Severalsingle-cellgirdershavebeenanalysed by the3-barmethodand the results obtained will now be compared with those obtained from the application of the Interim Design Rules.' The single-cell girders were selected to show the effects of loading and support conditions, and tehffeects of girder...

...MR HORNE; K ELSHARKAWI; P MOONTAGUE; MERRISON © Thomas Telford and ICE 1977 UNIVERSITY COLLEGE LONDON KAISER ENGINEERS CALIFORNIA INFLUENCE PANELS SPACING PLATES RULES STRESS METHODS WELDS STRENGTH STIFFENERS CONNECTIONS STIFFENED INTERIM RESIDUAL LOADS CONTINUOUS...

... BUCKLING EFFECT INTERMITTENT WORKMANSHIP TORSIONAL CARRYING INSTRUMENTATION COMPRESSION SECTIONS CONNECTIONS PLATES RATIOS RESIDUAL CONTINUOUS INTERIM FAILURES CAPACITY Proc. Instn Ciu. Engrs. Part 2, 1911. 63, Mar., 1-20 7975 Influence on strengthof compression panels of stiffener...

... used for these tests is described; the experimental collapse loads and the measured residual stresses in29 plate failure testsand five stiffener failure tests are compared with the predicted values obtained by using the Merrison interim designru1es.l The limitations in the applicationoftheserules...

...B W YOUNG; MERRISON © Thomas Telford and ICE 1974 SUSSEX UNIVERSITY REDPATH DORMAN LONG EFFECT CALCULATIONS FORCES TESTS MEASUREMENT ENERGY STRESS PROCESS WELDS RULES COOLING WELDING DISTRIBUTION EFFICIENCY SHRINKAGE INTERIM CONTINUOUS METHODS EXPERIMENTS...