Consider a simple span 5-1/8x28-1/2 24F-1.8E Douglas Fir glulam beam used to span 32 feet. The...

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Consider a simple span 5-1/8"x28-1/2" 24F-1.8E Douglas Fir glulam beam used to span 32 feet. The loads supported by the beam are (D+S) ASD. The load is uniform and the beam is fully braced (lu = 0). Do the following: a. Sketch the cross section of the beam and show your calculations to verify the calculated Sx and Ix values match those in the NDS supplement Table 1C. b. Determine the adjusted ASD values for Fbx', Fvx', and Ex' for 'dry' conditions. c. Determine the adjusted ASD values for Fbx', Fvx', and Ex' for a moisture content over 16 percent. Consider a simple span 5-1/8"x28-1/2" 24F-1.8E Douglas Fir glulam beam used to span 32 feet. The loads supported by the beam are (D+S) ASD. The load is uniform and the beam is fully braced (lu = 0). Do the following: a. Sketch the cross section of the beam and show your calculations to verify the calculated Sx and Ix values match those in the NDS supplement Table 1C. b. Determine the adjusted ASD values for Fbx', Fvx', and Ex' for 'dry' conditions. c. Determine the adjusted ASD values for Fbx', Fvx', and Ex' for a moisture content over 16 percent.