...P J CARROLL; D C VAUGHAN; F WALLEY; J C COSTELLO; G M J WILLIAMS © Thomas Telford and ICE 1951 FACTORS SAFETY APPLIED REINFORCED CONCRETE DESIGN APPLICATIONS PROBLEMS LOADS STRESS LIVE YIELD STEEL RATIOS ULTIMATE WORKING CORRESPONDENCE ON THEFACTOR OF SAFETY AS APPLIED...

...P J CARROLL © Thomas Telford and ICE 1951 FACTORS SAFETY APPLIED REINFORCED CONCRETE DESIGN APPLICATIONS RATIOS DEAD LIVE LOADS VARIATIONS REDUCTION BEARING STRUCTURES MATERIALS CRACKING DEFLECTION CARROLL OTNHFEACTOOSRAFFETY AS APPLIED TO REINFORCED-CONCRETEDESIGN 491...

...T P O'Sullivan © 1949 Thomas Telford Ltd 1949 ECONOMICS DESIGN RECTANGULAR REINFORCED CONCRETE SECTIONS STRESS STEEL FACTORS DIRECT RESISTANCE INDUCED TENSILE COMPRESSIVE LOADS APPLIED EFFECT PHASE BENDING O SULLIVAN ON TEE ECONOMC DESIGN OF RECTANGULAR REINFORCED...

...J L MATHESON; L A BEAUFOY; H J COWAN © Thomas Telford and ICE 1948 MOMENTS DISTRIBUTION APPLIED RECTANGULAR RIGID SPACE FRAMES TORSIONAL RIGIDITY STIFFNESS REINFORCED CONCRETE BEAMS EFFECTS IN DAMS, PARTICULA4RTO ASWAN DAM. 415 or gate wells) in the Paper; the omission...

... and theadditional material w&q concrete, the sliding joint on non-corrosiveplates was the safer alternative. Paper No. 5558. Moment Distribution Applied to Rectangular Rigid Space frames." By JAMELSOUIS&THESON, M.B.E., Ph.D., A.M.I.C.E. (Ordered by the Couwil to be published with written discussion.)t TABLE...

... been engaged in simplifying the, presentation of the desaical deflexion theory. h t u t z s method is an extension of the funicular polygon, andmay be applied graphically, h - J & o b a e n has given a correction factor for the horizontal displacement of the cable, OWECT OF THE PAPER. The Author h...

...S B AHMED © Thomas Telford and ICE 1938 THEORY EARTH PRESSURE APPLIED RETAINING WALLS FILL DESIGN COHESION APPLICATIONS AHMED ONTHAEORY OF EARTH-PRESSURES. 365 Paper No. 5147. A Theory of Earth-Pressuresas Applied t o Retaining Walls. By SHEIKHBASHEERAHMED,M.Sc.,Assoc. M...