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 3
... loaded uniformly over the length . H 4. Fixed at one end , and loaded at the other . 144 نه 5. Fixed at one end , and loaded uniformly over the length . 6. Supported at the ends , and the load increasing as the distance from one of the ...
... loaded uniformly over the length . H 4. Fixed at one end , and loaded at the other . 144 نه 5. Fixed at one end , and loaded uniformly over the length . 6. Supported at the ends , and the load increasing as the distance from one of the ...
Side 6
... loaded uniformly over the length . It is a known fact in mechanics , that the strain produced by a load uniformly diffused throughout the length of a beam , * This is an important property in the construction of cast iron beams from it ...
... loaded uniformly over the length . It is a known fact in mechanics , that the strain produced by a load uniformly diffused throughout the length of a beam , * This is an important property in the construction of cast iron beams from it ...
Side 7
... load were applied at the middle point ; ( see TREDGOLD on Cast Iron , art . 102 ) ; therefore , by comparing it with ... loaded uniformly over the length . Here the effect of the load is the same as if one half of it were collected at ...
... load were applied at the middle point ; ( see TREDGOLD on Cast Iron , art . 102 ) ; therefore , by comparing it with ... loaded uniformly over the length . Here the effect of the load is the same as if one half of it were collected at ...
Side 10
... loaded uniformly over the length , lw 1200 s3 . 4. When the beam is fixed at one end , and loaded at the other , lw = 150 s3 . 5. When the beam is fixed at one end , and loaded uniformly over the length , lw = 300 s3 . 6. When the beam ...
... loaded uniformly over the length , lw 1200 s3 . 4. When the beam is fixed at one end , and loaded at the other , lw = 150 s3 . 5. When the beam is fixed at one end , and loaded uniformly over the length , lw = 300 s3 . 6. When the beam ...
Side 11
... loaded at the other , lw = 125 d3 . 5. When the beam is fixed at one end , and loaded uniformly over the length , I w = 250 ď3 . 6. When the beam is supported at the ends , and the load increases as the distance from one of the supports ...
... loaded at the other , lw = 125 d3 . 5. When the beam is fixed at one end , and loaded uniformly over the length , I w = 250 ď3 . 6. When the beam is supported at the ends , and the load increases as the distance from one of the supports ...
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A Treatise on the Strength, Flexure, and Stiffness of Cast Iron Beams and ... William Turnbull Ingen forhåndsvisning tilgjengelig - 2019 |
A Treatise on the Strength, Flexure, and Stiffness of Cast Iron Beams and ... William Turnbull Ingen forhåndsvisning tilgjengelig - 2023 |
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