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 99
Página vi
... PILLARS . 123 125 126 128 130 133 134 Theory of Pillars .. .. Effect of Diameter , and Length .. Effect of Form at the Ends .. 136 145 149 Cast - iron Pillars , Rules for Cylindrical Incipient Crushing , Effect of Square Pillars of Cast ...
... PILLARS . 123 125 126 128 130 133 134 Theory of Pillars .. .. Effect of Diameter , and Length .. Effect of Form at the Ends .. 136 145 149 Cast - iron Pillars , Rules for Cylindrical Incipient Crushing , Effect of Square Pillars of Cast ...
Página vi
... PILLARS . Theory of Pillars .. .. .. Effect of Diameter , and Length .. Effect of Form at the Ends .. Cast - iron Pillars , Rules for Cylindrical 99 Hollow Incipient Crushing , Effect of 99 .. Square Pillars of Cast Iron , Rules for ...
... PILLARS . Theory of Pillars .. .. .. Effect of Diameter , and Length .. Effect of Form at the Ends .. Cast - iron Pillars , Rules for Cylindrical 99 Hollow Incipient Crushing , Effect of 99 .. Square Pillars of Cast Iron , Rules for ...
Página vii
... Pillars : Wrought Iron Square Pillars of Wrought Iron .. Rectangular Wrought - iron Pillars of + Section :: : ::::: :: 207 210 217 219 225 233 242 243 99 245 99 " 9 247 ப 99 Hollow Rectangular Pillars : Wrought Iron 248 Rectangular ...
... Pillars : Wrought Iron Square Pillars of Wrought Iron .. Rectangular Wrought - iron Pillars of + Section :: : ::::: :: 207 210 217 219 225 233 242 243 99 245 99 " 9 247 ப 99 Hollow Rectangular Pillars : Wrought Iron 248 Rectangular ...
Página 87
... pillar of considerable length in proportion to the diameter , failure takes place by lateral flexure , with a load very much less than that necessary to crush the material ( 306 ) . 5th . For intermediate heights , the pillar fails with ...
... pillar of considerable length in proportion to the diameter , failure takes place by lateral flexure , with a load very much less than that necessary to crush the material ( 306 ) . 5th . For intermediate heights , the pillar fails with ...
Página 89
... pillars , 52 tons agrees better with experiment ( 268 ) , the difference being 61.4852 1.18 , or 18 per cent . = This difference of resistance to crushing in beams and pillars is remarkable , but admits of explanation . In a short pillar ...
... pillars , 52 tons agrees better with experiment ( 268 ) , the difference being 61.4852 1.18 , or 18 per cent . = This difference of resistance to crushing in beams and pillars is remarkable , but admits of explanation . In a short pillar ...
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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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