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Keywords: BARS
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Journal Articles
THE STRENGTHENING OF A CAST-IRON BRIDGE BY WELDED STEEL BARS ENCASED IN CONCRETE ; THE HOLT FLEET BRIDGE, NEAR WORCESTER.
Available to Purchase
Journal:
Selected Engineering Papers
Selected Engineering Papers (1934) 1 (162)
Published: 01 January 1934
...B C HAMMOND © Thomas Telford and ICE 1934 CAST IRON STRENGTHENING BRIDGES WELDED STEEL BARS CONCRETE SLABS RIBS BEAMS WELDING SUPERSTRUCTURES HOLT FLEET BRID WORCESTER RIVER SEVERN UK Gbe 3natitution of Civil Zngineers. SELECTEDENGINEERING PAPERS. BEINU...
Journal Articles
THE TORSIONAL PROPERTIES OF STRUCTURAL AND OTHER SECTIONS.
Available to Purchase
Journal:
Selected Engineering Papers
Selected Engineering Papers (1932) 1 (128)
Published: 01 January 1932
...&% THE INSTITUTION OF CIVIL ENGINEERS. ~ ~~ -. SELECTED ENGINEERINGPAPERS. No. 128. The Torsional Properties of Structural and Other Sections. BY JAMEOSRR, B.Sc., PH.D. THISPaper discusses the torsional properties of bars of non-circular cross section, and investigates the accuracy of certain formulas...
Journal Articles
CONSERVANCY WORKS ON THE LIAO RIVER, NORTH CHINA. (INCLUDES PLATES).
Available to Purchase
Journal:
Selected Engineering Papers
Selected Engineering Papers (1930) 1 (100)
Published: 01 January 1930
...P N FAWCETT © Thomas Telford and ICE 1930 CONSERVANCY WORKS RIVERS WATERWAYS TRIBUTARIES SILT WEIRS LOCKS CUTTINGS DISCHARGES HARBOURS BARS DREDGING DEPOSITS CHANNELS DEPOSITION LIAO RIVER LIU RIVER CHINA ASIA Ube 3netftutfon of Cfvfl Engineers, SELECTED...
Journal Articles
WHIRLING SPEEDS OF LOADED TAPERED SHAFTS. (INCLUDES PLATES AND APPENDICES).
Available to Purchase
Journal:
Selected Engineering Papers
Selected Engineering Papers (1925) 1 (24)
Published: 01 January 1925
... of z ; andthey suggestusinggraphical methods for obtaining the solution of the iutegrals involved. Mr. J. 1C2orris2 also attacksthe problem ~natlletnatically,and statesthat for no~l-uniforn~bars the deflections mustbe found graphically. Dr. H. H. Jeffcott, Assoc. 81. Inst. C.E., mentions 3 that 3 0 0...
