Theory of Transverse Strains And Its Application in the Construction of Building
Theory of Transverse Strains And Its Application in the Construction of Building
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594) Ul (290. ) 9425^ This is a rule in which D f represents the diameter of each of the two required rods.
For example, see Art. 595.
An arch of brick, well laid and secured in this manner, will serve quite as well as the cast-iron arch, and may be had at less cost. The best supports, however, to carry brick walls are those made of rolled-iron beams, putting two or more of them side by side and bolting them together. (See Art. 489, form.
400 CAST-IRON GIRDERS. CHAP. XXI.
QUESTIONS FOR PRACTICE....
597. What should be the dimensions of cross-section of a cast-iron girder, 23 feet long between supports, and 27 inches high at the middle, at which point it is to carry 40, 000 pounds ; with 5 as the factor of safety ? The width of bottom flange is 16 inches.
598. In a girder of the same length, height and width : What should be the cross-section if the weight be 60, 000 pounds and be uniformly distributed ; the factor of safety being 5 ?
599. In a girder of the same length, and of the same height and width at 8 feet from one end, where it is required to carry 50, 000 pounds, with a factor of safety of 5 : What should be the dimensions of cross-section ?
What to read after Theory of Transverse Strains And Its Application in the Construction of Building?
You can find similar books in the "Read Also" column, or choose other free books by Hatfield, R. G. (Robert Griffith), 1815-1879 to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
594) Ul (290. ) 9425^ This is a rule in which D f represents the diameter of each of the two required rods.
For example, see Art. 595.
An arch of brick, well laid and secured in this manner, will serve quite as well as the cast-iron arch, and may be had at less cost. The best supports, however, to carry brick walls are those made of rolled-iron beams, putting two or more of them side by side and bolting them together. (See Art. 489, form.
400 CAST-IRON GIRDERS. CHAP. XXI.
QUESTIONS FOR PRACTICE....
597. What should be the dimensions of cross-section of a cast-iron girder, 23 feet long between supports, and 27 inches high at the middle, at which point it is to carry 40, 000 pounds ; with 5 as the factor of safety ? The width of bottom flange is 16 inches.
598. In a girder of the same length, height and width : What should be the cross-section if the weight be 60, 000 pounds and be uniformly distributed ; the factor of safety being 5 ?
599. In a girder of the same length, and of the same height and width at 8 feet from one end, where it is required to carry 50, 000 pounds, with a factor of safety of 5 : What should be the dimensions of cross-section ?
What to read after Theory of Transverse Strains And Its Application in the Construction of Building?
You can find similar books in the "Read Also" column, or choose other free books by Hatfield, R. G. (Robert Griffith), 1815-1879 to read onlineMoreLess
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