greedysandwhich7863 greedysandwhich7863
  • 24-05-2023
  • Business
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Problem 3. Design the most economical W section for the beam shown in Figure 1, using the table provided in Figure 3, an axial yield stress of 52 Ksi and a Safety Factor from 1.17. Consider the self weight of the beam in the design process, using unit weight of the beam. steel = 490 pounds per cubic foot.

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