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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Side viii
... fourth part , read fourth power . 1 Α TREATISE ON CAST IRON BEAMS , WHEN EXPOSED TO viii 1 PREFACE .
... fourth part , read fourth power . 1 Α TREATISE ON CAST IRON BEAMS , WHEN EXPOSED TO viii 1 PREFACE .
Side 41
... fourth case of the first problem , that the strain on a beam fixed at one end and loaded at the other , is quadruple the strain on a beam supported at the ends and loaded in the middle , and the deflexion is proportional to the strain ...
... fourth case of the first problem , that the strain on a beam fixed at one end and loaded at the other , is quadruple the strain on a beam supported at the ends and loaded in the middle , and the deflexion is proportional to the strain ...
Side 45
... fourth case of the 10th problem , or to the first of the bracketed expressions , No. 4 , of the tabular equations for the deflexions from cross strains ; the equation is d d = · 08 ľ2 ( 1 + R ) . 6 Now , d = 12 inches , l = 6 feet , and ...
... fourth case of the 10th problem , or to the first of the bracketed expressions , No. 4 , of the tabular equations for the deflexions from cross strains ; the equation is d d = · 08 ľ2 ( 1 + R ) . 6 Now , d = 12 inches , l = 6 feet , and ...
Side 51
... fourth case of - the tenth problem , that the general expression for the deflexion of a beam , when fixed at one end , and loaded at the other , is dò '08 72 ( 1 + R cos . 9 ) , or more accurately , 7225 dò 576 12 ( 1 + R cos . ) ; and ...
... fourth case of - the tenth problem , that the general expression for the deflexion of a beam , when fixed at one end , and loaded at the other , is dò '08 72 ( 1 + R cos . 9 ) , or more accurately , 7225 dò 576 12 ( 1 + R cos . ) ; and ...
Side 56
... fourth problem , the quotient that arises from dividing the interior by the exterior diameter of the beam . But taking the particular value of p , viz . 7166 ( which number is the diameter of the hollow part , when the exterior diameter ...
... fourth problem , the quotient that arises from dividing the interior by the exterior diameter of the beam . But taking the particular value of p , viz . 7166 ( which number is the diameter of the hollow part , when the exterior diameter ...
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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