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Article
Authors: C E P SANKEY
Source: Minutes of the Proceedings, Volume 201, Issue 1916, January 1916, pages 370 - 390
370 SANKEY ON LOGARITHMIC PLOTTING OF [Selected (Paper No. 4254.) " Logarithmic Plotting of Alignment Charts for Additive Expressions." By Major CROFTON EDWARD SANKEY, PYM D.S.O., R.E., Assoc. Inst. C.E. THOSEwho have had occasion to use graphical charts, more have especially if they have had to design and draw them, must been struck by the many advantages possessed by the type known as alignmentcharts.Not only arethey simpler asregardsthe number of actual lines that have to be drawn and the method of expressing the correlation of the variables, but the nature of the chart itself conduces to the clearness of the scales and makes it possible either to combine a series of charts expressing a complex relationshipon' the same area of paper, or t o incorporate in the chart such tabular or diagrammatic information as may frequently be required in practical cases...

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Article
Authors: DJ GUNARATNAM
Source: ICE Proceedings, Volume 83, Issue 2, June 1987, pages 443 - 451
Proc. Instn Ciu. Engrs, Part 2, 1987,83, June, 443451 TECHNICAL NOTE 459 STRUCTURAL ENGINEERING GROUP Integrated design charts for reinforced concrete flexural sections D. J. GUNARATNAM, BSc, PhD, MICE* Three design charts are presented for the selection of singly and doubly reinforced flexural sections satisfying the strength andductility requirements of either BS 81 10, C P 110 or ACI 318. Suitable decomposition of the section design knowledge and the use of non-dimensional design variables has permitted the integration of the requirements of the three codes of practice into one set of design charts and resulted in a concise representation of flexural section design information...

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Article
Authors: R G ROBERTSON
Source: ICE Proceedings: Engineering Divisions, Volume 4, Issue 2, April 1955, pages 155 - 173
ROBERTSON ON DESIGN CHARTS FOR PRESTRESSED RECTANGULAR BEAMS AND SLABS 156 Paper No. 6033 DESIGN CHARTS PRESTRESSED FOR RECTANGULAR BEAMS AND SLABS b Y * Professor Reginald George Robertson, M.A., M.I.C.E. (Ordered by the Council to be published with writtelz discussion) SYNOPSIS The Paper deals primarily with the development of equations for the deaign of prestressed rectangular section beams with bonded or unbonded cables. From these equations, design charts, which have not hitherto been available, have now been prepared which give all the quantities required for the designof a beam for any specified moment due to superimposed load and for any specified concrete stresses, tensile or compressive...

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Article
Authors: J F C SWANSBOURNE, D H MACMILLAN
Source: ICE Proceedings: Engineering Divisions, Volume 1, Issue 5, October 1952, pages 760 - 761
760 CORRESPONDENCE ON MARINE A F D RIVER CORRESPONDENCE on Papers published i n Proceedings, Part IT, February 1952 Paper No. 5833 `` Marine and River Surveying with a Circle Chart " t by John Francis Causton Swansbourne, A.M.I.C.E. Correspondence Commander D. H. Macmillan observed that the Author had.rightly emphasized the eminent advantages to be obtained by the use of intersecting arcs and position lines for the location of moving objects or vessels afloat adjacent to shore control points ; but a very great deal more, of course, could be said about ensuring optimum conditions of intersection and also the sensitivity of the angle related to linear displacement...

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Article
Authors: J F C SWANSBOURNE
Source: ICE Proceedings: Engineering Divisions, Volume 1, Issue 1, February 1952, pages 210 - 219
210 8WANSBOURNE ON NARINE AND RIVER SURVEYING Paper No. 5833 M r n and River Surveying with a Circle Chart '' aie b Y John Francis Causton Swansbourne, A.M.I.C.E. (Ordered by the Council to be published with written discussion) 7 SYNOPSIS The Author describes a method which he has adopted to simplify certain aspects of marine surveyingfor civil engineers. The method involves the use of an easily constructedcircle chart based on norme1 geometricprinciples to replace the cumbrous use of station-pointers.ThePaper shows how the use of the chart eliminates technical assistance a minimum, speeds to up the rate plotting and generally assists innavigation of the vessel, an operation of the so alien to a civil engineerthat it desirable him to have the simplest tools for the is for purpose...

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Chapter
Source: Single Pour Industrial Floor Slabs, January 1999, pages 151 - 161

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Article
Authors: E. Polidori
Source: Géotechnique, Volume 53, Issue 4, May 2003, pages 397 - 406

This study investigates the consistency limits of the pure clay minerals kaolinite and montmorillonite, and their respective mixtures with fine silica sand in various proportions. Plotting the plasticity index data as a function of the liquid limit allows the zones where mixtures with the same clay contents fall to be defined. In particular, the line corresponding to 50% clay (designated as the 0·5C-line) makes it possible to distinguish the points that lie below the line, namely clay, from the points lying above the line in the silt zone. The clay zone includes inorganic soils with clay contents ≥50%, whereas the silt zone includes inorganic soils composed of silt and/or sand (2–425 μm) in percentages >50%. A new plasticity chart, which aims to classify soils (<425 μm) using the Atterberg limits, is defined herein. It differs from Casagrande's plasticity chart, especially in terms of its silt and clay zones, whose positions are reversed compared with Casagrande's chart. This can be explained by the fact that, contrary to what is commonly believed, in inorganic soils—liquid limits being equal—the plasticity index increases as the clay content decreases. Save only a few exceptions, the examples of inorganic soils plotted on the new plasticity chart lie above the 0·5C-line in the silt zone or below the line in the clay zone when their clay contents are less or greater than 50% respectively. On Casagrande's plasticity chart, the same soils lie above the A-line in the clay zone, regardless of their clay contents (9·7–100%). Only the kaolinite samples (relatively pure) lie below the A-line in the silt zone.

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Article
Authors: F LAW
Source: Journal of the ICE, Volume 19, Issue 1, November 1942, pages 56 - 63
56 LAW ON ALIGNMENT CHARTS FOR THE Paper No. 5320. " Alignment Charts for the Design of Sewersand other OpenChannels." By FRANK LAW,B.Sc.(Tech.), Assoc. M. Inst. C.E. 1 (Ordered by the Council to be published with writteB discussion.) INTRODUCTION. THE formulas for uniform flow in open channels are cumbersome and, since they contain fractionalindexes, it is customary to use tables or cbarts when designing sewers. Because of the number of variables, the number of tables andlorcharts required is often large-so large, indeed, that books of tables and charts have been published...

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Article
Authors: R G ROBERTSON, N J COCHRANE
Source: ICE Proceedings: Engineering Divisions, Volume 5, Issue 6, December 1956, pages 866 - 867
866 COBBESPONDENCE CORRESPONDENCE on Papers published i n Proceedings, Part 111, April, 1956 Paper No. 6077 A design chart `for the economic section for prestressed concrete beams f b Y Professor Reginald George Robertson, M.A., M.I.C.E. Correspondence M r N.J. Cochrane (Senior Engineer, S r William Halcrow Partners) suggested that i & the Author might have carried his analysis somewhat further. As it stood, the Paper set out a design chart, but not necessarily a truly economicone,since the Author was apparently not concerned with costs...

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Article
Authors: F LAW, P R MEREDITH, J TARRANT
Source: Journal of the ICE, Volume 20, Issue 1943, October 1943, pages 304 - 308
304 CORRESPONDENCE ON ALIGNMENT CHARTS FOR THE I n conclusion, the Authors wished to thank al1,the contributors the for many interesting points which had been raised. Paper No. 6320. `` Alignment Charts for the Design of Sewers and other Open Channels.'' t By FRANK LAW,B.&. (Tech.), Assoc. M. Inst. C.E. Correspondence. Mr. P. R. Meredith observed that, so far as he was aware, no textbook on hydraulics, in any language, furnished an immediate solution of problems of flow in channels and sewers of various cross sections, when running part full a t various gradients...

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