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 33
Side 3
... beam ; and these are as below : 1. Supported at the ends , and loaded in the middle . 2. Supported at the ends , but the load not in the middle . 3. Supported at the ends , and loaded uniformly over the length . H 4. Fixed at one end ...
... beam ; and these are as below : 1. Supported at the ends , and loaded in the middle . 2. Supported at the ends , but the load not in the middle . 3. Supported at the ends , and loaded uniformly over the length . H 4. Fixed at one end ...
Side 7
... beam is fixed at one end , and loaded at the other . The effect of the straining force in this case , is obviously four times as great as in the first ; therefore , by comparison , we have I w = 2124 b d2 . 5. When the beam is fixed at ...
... beam is fixed at one end , and loaded at the other . The effect of the straining force in this case , is obviously four times as great as in the first ; therefore , by comparison , we have I w = 2124 b d2 . 5. When the beam is fixed at ...
Side 10
... 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 is supported at the ends , and the load increases as 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 is supported at the ends , and the load increases as the ...
Side 11
... beam is fixed at one end , and 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 ...
... beam is fixed at one end , and 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 ...
Side 13
... beam is fixed at one end , and loaded at the other , l w = 92 d3 . 5. When the beam is fixed at one end , and loaded uniformly over the length , lw = 184 d3 . 6. When the beam is supported at the ends , and the load increases as the ...
... beam is fixed at one end , and loaded at the other , l w = 92 d3 . 5. When the beam is fixed at one end , and loaded uniformly over the length , lw = 184 d3 . 6. When the beam is supported at the ends , and the load increases as the ...
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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