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Kingworks JOB TITLE NSR- Daylta <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 RTU 4 Span = 24 ft <br /> Existing Loading <br /> Full Uniform Load Point Loads Partial Uniform Load <br /> w= 1080 plf Pt= 747 Ibsen@ 4 ft wt= 0 Of From Oft to Oft <br /> P2= 0 Ibs @ 0 ft w1= 0 plf —From ■ Oft to 0 ft <br /> P3= 0 Ibs M@ 0 ft wt= 0 Of From O ft to O ft <br /> New Proposed Loading <br /> Full Uniform Load Point Loads Partial Uniform Load <br /> w= 1080 plf Pt= 897 Ibs @ 4 ft wt= 0 Of From 0 ft to 0 ft <br /> P2= 0 Ibs @ o ft w1= 0 Of From ■ o ft to O ft <br /> P3= 0 Ibs @ 0 ft wt= 0 plf =From Oft to Oft <br /> Loading, Shear, and Moment Diaqrams <br /> Existing Loading New Loading <br /> Loading <br /> C <br /> Shear <br /> Moment <br /> Results Summary <br /> Existing New %Change Status <br /> Shear 135831bs 13708lbs 0.92% OK <br /> Moment 79077 ft-Ibs 79375 ft-Ibs 0.38% OK <br /> Page 10 of 40 <br />