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 170
... divisor . Multiply the rectangle of the segments of the length in feet by the load in pounds ; then , divide the product by the reserved divisor , and extract the cube root of the quotient for the diameter required . Example 31. In the ...
... divisor . Multiply the rectangle of the segments of the length in feet by the load in pounds ; then , divide the product by the reserved divisor , and extract the cube root of the quotient for the diameter required . Example 31. In the ...
Side 174
... divisor . Multiply the rectangle of the segments of the length of bearing by the given load , divide the pro- duct by the reserved divisor , and the square root of the quotient is the depth required in inches . Example 38. In the ...
... divisor . Multiply the rectangle of the segments of the length of bearing by the given load , divide the pro- duct by the reserved divisor , and the square root of the quotient is the depth required in inches . Example 38. In the ...
Side 176
... divisor . Multiply the rectangle of the segments of the length by the given load ; then , divide the product by the reserved divisor , and the quotient will be the breadth required in inches . Example 41. In the equation lw = 850 b d2 ...
... divisor . Multiply the rectangle of the segments of the length by the given load ; then , divide the product by the reserved divisor , and the quotient will be the breadth required in inches . Example 41. In the equation lw = 850 b d2 ...
Side 177
... divisor , then , the square root of the quotient will be the depth required in inches . 2. When the beam is open , supported horizontally at the ends , and loaded at some intermediate point . The general expression for this case is not ...
... divisor , then , the square root of the quotient will be the depth required in inches . 2. When the beam is open , supported horizontally at the ends , and loaded at some intermediate point . The general expression for this case is not ...
Side 178
... divisor ; multiply the rectangle of the segments of the length by the load to be supported in pounds , and divide the product by the reserved divisor , for the breadth required in inches . Example 44. In the equation mnw = 212 lb d2 ( 1 ...
... divisor ; multiply the rectangle of the segments of the length by the load to be supported in pounds , and divide the product by the reserved divisor , for the breadth required in inches . Example 44. In the equation mnw = 212 lb d2 ( 1 ...
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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 - 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