...A M HAMILTON; E B COCKS NATIONAL PHYSICAL LABORATORY CALLENDER CABLE & CONSTRUCTION HANGARS DESIGN WIND PRESSURE PORTAL FRAMES STANDARDISATION ANALYSIS RIBS ENDS MODELS CONDITIONS CAPACITY FORCES SHEAR LOADS DEAD DOORS FRONTAGES EFFECT SHEDS ROOFS...

...H A WARREN WARRENONDETERMINATION OF END-CONSTRAINT OF STRUTS. 49 Paper No. 5215. " The Determination of End-Constraint of Struts by Vibration Methods." By HUGHALANWARRENM, .Sc. (ENCAssoc. M.INST.C.E. (Ordered by the Council to be published with written discussion.)l TABLE OF CONTENTS...

... HARDENING FLOTATION SECTIONS PLACING ENDS CHELSEA BRIDGE THAMES LONDON UK .BUCKTON AND FBkEbAY ON CHELSEA BRIDGE 383 The following Paper was submitted for discussion. and. on the motion of the President. the thanksof The Institution were accorded to theAuthors. .Paper No. 5150...

... . . . . . Experiments on two-pinned arch with abutments spread or contracted Analytical explanation . . . . . . . . . . . . . . Ultimate failure of two-pinned arch . . . . . . . . . . Experiments on a fixed-endarch . . . . . . . . . . . Experiments on a fixed-end arch with abutments spread or contracted Multiple loads...

...A N PROCTER © Thomas Telford and ICE 1936 STABILITY COMPRESSION FLANGES PLATES GIRDERS THROUGH BRIDGE RIGIDITY ENDS POSTS WAVELENGTHS LOADING COEFFICIENTS LOADS EFFECT STIFFENERS FORMS SECONDARY STRESS FORMULAE ERRORS DESIGN 322 PROCTER ON THE STABILITY OB...