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Engineering · Civil Engineering
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Cable CB has a diameter of 25 mm and is to be used to support the beam AB in the illustration below. The material properties of the cable were not given, but you were given a printout of a iameter, and had a gauge length of 30 mm. For your convenience an excel file of the tensile test results has been posted on D2L with the title EGEN 208 HK #2 sup. Please use the illustration of the system and the tensile test results to determine 1) The total elongation of the cable when the system is loaded as shown. Assume that the dimensions given are for the unloaded system. 2) The factor of safety of the design, with respect to the cable. Please use the 0.2% offset method to determine the yield strength. Your complete homework solution must include: A plot of the stress strain data and a hand worked solution that consists of a FBD and your calculations. 0.5 m 35 kN/m 4 mTensile test data: Test specimen diameter 14 mm Test specimen gauge length 30 mm Change mstress Lengt strain (kN) (Mpa) 0 0 0.017 0.032 0.05 0.064 0.085 0.103 0.123 0.144 0.0000 0.0006 0.0011 0.0017 0.0021 0.0028 0.0034 0.0041 0.0048 0.0057 0.0067 0.0080 0.0105 0.0160 0.0280 0.0445 0.0636 0.0854 0.1072 0.1313 0.1555 0.1764 0.2008 0.2244 36.0 70.9 106.6 140.9 8.84 13.29 17.57 22.1 26.46 30.84 35.18 39.7 43.95 48.44 52.74 56.95 60.76 63.96 66.61 68.26 69.08 69.41 69.39 69.25 68.82 68.35 212.2 247.3 282.1 318.4 352.5 388.5 423.0 456.7 487.3 513.0 534.2 547.4 554.0 556.7 556.5 555.4 551.9 548.2 546.7 0.201 0.241 0.314 0.84 1.334 1.908 2.562 3.217 3.938 4.666 5.292 6.023 6.731 68.17 fracture

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