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Kin` Wq orks JOB TITLE NSR- Dayita <br /> STRUCTURAL ENGINEERS Structural Calculations <br /> 600 Dupont St'Ste B JOB No. 23113 SHEET NO. <br /> Bellingham,WA 98225 CALCULATED BY BJ DATE <br /> 360-714-8260 www.king-works.com CHECKED BY BJ DATE <br /> Review Existing Member to Verify Increase in Demand is Less than 5% <br /> Member: Joists Below RTU 3 Span = 24 ft <br /> Existing Loading <br /> Full Uniform Load Point Loads Partial Uniform Load <br /> w= 180 plf Pi= 0 Ibs @ Oft wi= 76 Of From 4 ft to 9 ft <br /> P2= 0 Ibs @ 0 ft w,= 0 Of From 0 ft to 0 ft <br /> P3= 0 Ibs @ 0 ft wi= 0 Of From 0 ft to 0 ft <br /> New Proposed Loading <br /> Full Uniform Load Point Loads Partial Uniform Load <br /> w= 180 plf Pi= 0 Ibs @ 0 ft wi= 96 Of From 4 ft to 9 ft <br /> P2= 0 Ibs @ 0 ft wi= 0 Of From 0 ft to 0 ft <br /> P3= 0 Ibs @ 0 ft wi= 0 Of From 0 ft to 0 ft <br /> Loading, Shear, and Moment Diagrams <br /> Existing Loading New Loading <br /> Loading <br /> Shear <br /> Moment <br /> Results Summary <br /> Existing New %Change Status <br /> Shear 2437lbs 2510lbs 3.02% OK <br /> Moment 14185 ft-Ibs 14527 ft-Ibs 2.42% OK <br /> Page 7 of 40 <br />