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Kingworks JOB TITLE POE Marina Village RTU <br />CONSULTING ENGINEERS Structural Calculations <br />600 Dupont St ` Ste B JOB NO. 122100 SHEET NO. <br />Bellingham, WA 98225 CALCULATED BY JT DATE 5/18/22 <br />360-714-8260 www.king-works.com CHECKED BY DATE <br />Review Existing Member to Verify Increase in Demand is Less than 5% <br />Member: 16" wood truss <br />Existing Loading <br />Full Uniform Load <br />w= 90 Dlf <br />Span = 24 ft 5851b existing unit vs. 4601b new unit <br />Point Loads <br />Pt= 60 Ibs @ 3 ft <br />P2= 60 Ibs @ 7 ft <br />P3= 0 Ibs @ Oft <br />New Proposed Loading <br />Full Uniform Load Point Loads <br />w= 90 plf P1= 60 Ibs @ 3 ft <br />P2= 60 Ibs @ 7 ft <br />P3= 0 Ibs @ Oft <br />Loadina. Shear. and Moment Diaarams <br />Existing Loading <br />Loading <br />Shear <br />Moment <br />Results Summary <br />Partial Uniform Load <br />wt= 30 Of From 3 ft to 7.3 ft <br />w,= 0 Of From Oft to Oft <br />wt= 0 Of From Oft to Oft <br />Partial Uniform Load <br />wt= 30 Of From 3 ft to 7 ft <br />wt= 0 Of From Oft to Oft <br />wt= 0 Of From Oft to Oft <br />New Loading <br />Existing <br />New <br />% Change <br />Status <br />Shear <br />1276lbs <br />1270lbs <br />-0.5% <br />OK <br />Moment <br />7119 ft-Ibs <br />7072 ft-Ibs <br />-0.7% <br />OK <br />Page 8 of 24 <br />