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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: Girder at RTU2 Span = 20 ft <br /> Existing Loading <br /> Full Uniform Load Point Loads Partial Uniform Load <br /> w= 1080 plf Pi= 1108 Ibs @ 2 ft wi= 0 Of From Oft to Oft <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= 1080 plf Pi= 1373 Ibs @ 2 ft wi= 0 Of From 0 ft to 0 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 11797lbs 12036lbs 2.02% OK <br /> Moment 54985 ft-Ibs 55248 ft-Ibs 0.48% OK <br /> Page 6 of 40 <br />