A Text-Book of Applied Mechanics and Mechanical Engineering Volume 2
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A Text-Book of Applied Mechanics and Mechanical Engineering Volume 2

A Text-Book of Applied Mechanics and Mechanical Engineering Volume 2


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This historic book may have numerous typos and missing text. Purchasers can download a free scanned copy of the original book (without typos) from the publisher. Not indexed. Not illustrated. 1903 Excerpt: ...induced. Kxplain in what respects the assumptions fail to hold when the stress oxceeds the elastic limit. (C. & G., 1902, H., Sec. A.) 35. A cast-iron test bar is 1 inch wide and 2 inches deep, and is tested on 3 feet centres. The elastic deflection per ton load at tho centre was found to be 23 inch, and the bar broke when the load was 1J tons. Calculate the values of tho modulus of rupture and of the coefficient of elasticity. (C. &G., 190.!, H., Sec. A.) Lecture XXXII.--A.m.inst.c.e. Exam. Questions. 1. Assuming the relation cpyjdx1 = M/EI, find the slope at the ends and deflection at the centre of a beam of span / supported at the ends and loaded with VV at the centre. (I.C.E., Oct., 1897.) 2. Show the relations between the curves of loads, shearing force, and bending moment for abeam. Illustrate your answer by descriptions and ketches of the forms of these curves in the case of a beam supported at each end, and carrying a distributed load, varying in intensity at a uniform rate from zero at one end to u per foot at the other. (I.C.E., Feb., 1S9S.) 3. A suspension bridge has a span of 800 feet, a dip (or sag) of cord of t0 feet, and carries by means of four cables, a total fixed load of 250 tons uniformly distributed along the length of the platform. Assuming the hanging rods to be very numerous, determine the tension in each cable at the lowest point and at the piers. Assuming the cables to le attached to saddles resting upon rollers on the tops of the piers and the anchor cables to make an angle of 45 with the vertical, determine the maximum stress in the anchor cables and the total pressure on each of the piers. (I.C.E., Feb., 1898.) 4. Prove the formulas-j-= y-and---, with respect to beams, and explain the assumptions on which they are based....


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Product Details
  • ISBN-13: 9781130840407
  • Publisher: Rarebooksclub.com
  • Publisher Imprint: Rarebooksclub.com
  • Height: 246 mm
  • No of Pages: 198
  • Spine Width: 11 mm
  • Width: 189 mm
  • ISBN-10: 1130840409
  • Publisher Date: 01 Mar 2012
  • Binding: Paperback
  • Language: English
  • Returnable: N
  • Weight: 363 gr

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