A Treatise on the Strength, Flexure, and Stiffness of Cast Iron Beams and Columns: Shewing Their Fitness to Resist Transverse Strains, Torsion, Compression, Tension, and Impulsion; with Tables of Constants, to be Used for Calculating the Strength, Flexure, and Stiffness of Similar Beams and Columns of Wrought Iron, and Several Sorts of Timber ... to which is Added, by Way of Appendix, a Collection of Rules in Words at Length, for Calculating the Most Important Practical Cases Investigated in the Course of the Work ...J. Taylor, 1832 - 194 sider |
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Resultat 1-5 av 58
Side 10
... diameter and inversely as the length , and , moreover , that its strength is to the strength of its circumscribing square as 4.71 to 8 ; ( see TREDGOLD on Cast Iron , art . 81 ) ; hence , by comparison , we have 8 : 471 850 500 very ...
... diameter and inversely as the length , and , moreover , that its strength is to the strength of its circumscribing square as 4.71 to 8 ; ( see TREDGOLD on Cast Iron , art . 81 ) ; hence , by comparison , we have 8 : 471 850 500 very ...
Side 11
... diameter of the cylinder , we obtain 1. When the beam is supported at the ends , and loaded in the middle , lw = 500 ... diameter of a cylindrical tube of cast iron , to bear a given load ; the thickness of metal and length of the tube ...
... diameter of the cylinder , we obtain 1. When the beam is supported at the ends , and loaded in the middle , lw = 500 ... diameter of a cylindrical tube of cast iron , to bear a given load ; the thickness of metal and length of the tube ...
Side 12
... diameter pd is as 500 p'd ; consequently , the strength of the tube or fistular column , is as the difference of ... diameters in the present instance . But the best proportion that can be assigned , is evidently that which gives the ...
... diameter pd is as 500 p'd ; consequently , the strength of the tube or fistular column , is as the difference of ... diameters in the present instance . But the best proportion that can be assigned , is evidently that which gives the ...
Side 13
... diameter is to the interior nearly as 1 is to 0.7166 , that is , p = 0 · 7166 ; therefore , by substituting this value of p in the general expression marked ( A ) , we obtain 1. When the beam is supported at the ends , and loaded in the ...
... diameter is to the interior nearly as 1 is to 0.7166 , that is , p = 0 · 7166 ; therefore , by substituting this value of p in the general expression marked ( A ) , we obtain 1. When the beam is supported at the ends , and loaded in the ...
Side 21
... diameter , is supported at both ends , and loaded uniformly over the length ; what weight will it bear , the distance between the supports being 20 feet ? Here , the beam is ' cylindrical , supported at the ends and loaded uniformly ...
... diameter , is supported at both ends , and loaded uniformly over the length ; what weight will it bear , the distance between the supports being 20 feet ? Here , the beam is ' cylindrical , supported at the ends and loaded uniformly ...
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Vanlige uttrykk og setninger
17 m v² applied Architect Architecture axis b d l beam being given beam is fixed beam is supported beam of cast beam will sustain bear a given bearing in feet breadth required calculating cast iron beam column constant number cube root cylindrical beam d³ D d³D data remaining depth in inches depth required determine an expression dimensions divide the product elastic force ellipsis elliptical Example exterior diameter find the depth flexure forcing pump formula for wrought fraction given deflexion given load grooved beam hence inches nearly length in feet length of bearing let these numbers load in pounds loaded uniformly m² n² middle multiply the remainder numbers be substituted open beam Plates Prob problem q p³ radius reserve the product reserved divisor River Thames Rule shewn square beam square root straining force strength torsion TREDGOLD on Cast tubular beam unity subtract weight wrought iron