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Engineering for Architects

Engineering for Architects


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This historic book may have numerous typos and missing text. Purchasers can usually download a free scanned copy of the original book (without typos) from the publisher. Not indexed. Not illustrated. 1915 edition. Excerpt: ...III. 194 X 1= 291 = I/c. This is the combined I/c for the six channels and each channel will have to have a section modulus equal to or greater than 291 ] 6 =49. This is less than the I/c for a 15-inch, 40-pound channel, which is given as 50, so the channels are safe as far as bending is concerned. The only other way in which failure can occur is by shearing the ends of the channels off at the edges of the plate. (Fig. 34.) The projection of the channels beyond each side of the plate is approximately 1'-6." This is actually one third of the total length of the channels. If the channels must support 500 tons, each projecting length must support 500-=-3 = 166.6 tons. Each channel will then have a maximum shear of 166.6-5-6 = 27.7 tons. The area of the cross section of a 15-inch, 45-pound channel is 13.24 square inches, and the shear per square inch on the section is 27.77.. 13.24 = 2 tons, approximately. This is well within the safe shearing value of steel of 4.5 tons per square inch. We now know that the channels in the upper layer are safe and we must check the sizes of the I-beams in the lower tier. Fig. 36 shows the location of the channels and the slab in relation to the lower beams. "a" in this case is 1 foot 10 inches, and (/--a) must equal 4 feet 6 inches minus 1 foot 10 inches or 2 feet 8 inches. I/c = f X I X 500 X 2.66 = 250 for seven beams. 250-4-7=35. The I/c for a twelve inch, thirty-five pound I-beam is 38 so these beams will not fail by bending. These beams might fail by crushing and shearing, however, and it is necessary to determine whether this is the case or not. The projecting ends of the beams beyond the channels are 1 foot 4 inches long and we will be safe in assuming that the total shearing stress is...


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Product Details
  • ISBN-13: 9781152649712
  • Publisher: Rarebooksclub.com
  • Publisher Imprint: Rarebooksclub.com
  • Height: 246 mm
  • No of Pages: 32
  • Spine Width: 2 mm
  • Width: 189 mm
  • ISBN-10: 115264971X
  • Publisher Date: 01 Oct 2012
  • Binding: Paperback
  • Language: English
  • Returnable: N
  • Weight: 77 gr


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