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4. Determine the dead (D), and live (L) loads for the following building. Then (1) calculate the governing total factored floor load, (2) calculate the line load on the middle floor joist and (3) calculate the point load the joist will transfer to the beam.

  • Patient recovery wing with a 38 mm steel deck and 90 mm normal density concrete topping, 19 mm softwood subfloor, linoleum, and a 12 mm gypsum ceiling. Include a 0.4 kPa allowance for the structure self-weight.




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