A Practical Treatise on the Strength of Material: Including Their Elasticity and Resistance to ImpactE. & F.N. Spon, 1883 - 525 páginas |
Dentro del libro
Resultados 1-5 de 97
Página v
... Plate - iron and Steel .. Effect of Annealing CHAPTER II . - RIVETED JOINTS . Strength of Punched Plates Drilled Friction from Grip of Rivets Principles of Riveting Real and Apparent Strength Kinds of Riveted Joints Diameter of Rivets ...
... Plate - iron and Steel .. Effect of Annealing CHAPTER II . - RIVETED JOINTS . Strength of Punched Plates Drilled Friction from Grip of Rivets Principles of Riveting Real and Apparent Strength Kinds of Riveted Joints Diameter of Rivets ...
Página vii
... plate Steel Pillars Steel Piston - rods Timber Pillars 249 .. 254 257 99 " 9 " " 99 260 267 271 278 27 Rectangular 295 CHAPTER VIII . - CONNECTION OF PILLARS WITH TRANSVERSE STRAINS . Cast - iron Pillars , Theoretical Strength of ...
... plate Steel Pillars Steel Piston - rods Timber Pillars 249 .. 254 257 99 " 9 " " 99 260 267 271 278 27 Rectangular 295 CHAPTER VIII . - CONNECTION OF PILLARS WITH TRANSVERSE STRAINS . Cast - iron Pillars , Theoretical Strength of ...
Página viii
Including Their Elasticity and Resistance to Impact Thomas Box. Plate - iron Girders 19 99 99 Graduation of Strains Vertical Web Shearing Strain at Ends Tubular Beams of Plate - iron " " Lateral Strength Beams : Form for Equal Strength ...
Including Their Elasticity and Resistance to Impact Thomas Box. Plate - iron Girders 19 99 99 Graduation of Strains Vertical Web Shearing Strain at Ends Tubular Beams of Plate - iron " " Lateral Strength Beams : Form for Equal Strength ...
Página 1
... plate will break first at the centre . ( 2. ) " Strain out of Centre . " - When the strain coincides with one edge of a plate as in Fig . 2 , the primitive form i , k , l , m , tends to take the form n , o , p , r , and we have this ...
... plate will break first at the centre . ( 2. ) " Strain out of Centre . " - When the strain coincides with one edge of a plate as in Fig . 2 , the primitive form i , k , l , m , tends to take the form n , o , p , r , and we have this ...
Página 4
... plate , lengthway , Yorkshire lengthway , British crossway mean of both 99 solid unpunched plate single - riveted joints " 9 crossway 19 99 99 99 99 99 " 9 " " 99 19 99 " " 39 " " " ' double - riveted joints Lowmoor , solid , lengthway ...
... plate , lengthway , Yorkshire lengthway , British crossway mean of both 99 solid unpunched plate single - riveted joints " 9 crossway 19 99 99 99 99 99 " 9 " " 99 19 99 " " 39 " " " ' double - riveted joints Lowmoor , solid , lengthway ...
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Otras ediciones - Ver todas
A Practical Treatise on the Strength of Materials: Including Their ... Thomas Box Vista completa - 1893 |
A Practical Treatise on the Strength of Materials: Including Their ... Thomas Box Vista completa - 1893 |
Términos y frases comunes
19 tons annealed Barlow Blaenavon boiler bottom flange breadth breaking weight bursting pressure calculated cast iron cent centre cols compressive strain correction for incipient crushing strain crushing strength cylinder dead load depth dimensions effect ends flat equal error experiment gave experimental Factor of Safety feet long foot long girder given by Table gives hence Hodgkinson inch diameter inch square inch thick incipient crushing increase lattice girders length limit of Elasticity material mean metal Modulus of Elasticity natural number due nearly neutral axis obtain Permanent Set pitch plate-iron practice ratio rectangular pillars reduced require resistance rivet-holes rivets safe load shearing shows solid plate square inch steel Strain per Square STRENGTH OF MATERIALS Table 34 Table 89 tensile strain tensile strength tons per square top flange torsional transverse strength tube tubular beams weight by flexure wrinkling strain wrought iron
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Página 585 - Long-Span Railway Bridges, comprising Investigations of the Comparative Theoretical and Practical Advantages of the various adopted or proposed Type Systems of Construction, with numerous Formulae and Tables giving the weight of Iron or Steel required in Bridges from 300 feet to the limiting Spans ; to which are added similar Investigations and Tables relating to Short-span Railway Bridges.
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