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Ki n gworks JOB TITLE POE Marina Village RTU <br />CONSULTING ENGINEERS Structural Calculations <br />600 Dupont St * Ste B JOB NO. F22100 SHEET NO. <br />Bellingham, WA 98225 CALCULATED BY JT DATE_ <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 Span = 36.25 ft 4351b existing unit vs. 4601b new unit <br />Existing Loading <br />Full Uniform Load Point Loads Partial Uniform Load <br />w= 90 Dlf <br />Pi= 54 Ibs <br />@ <br />9 ft <br />wi= 27 Of <br />From <br />9 ft <br />to <br />13 ft <br />P2= 54 Ibs <br />@ <br />13 ft <br />w,= 0 Of <br />From <br />Oft <br />to <br />Oft <br />P3= 0 Ibs <br />@ <br />Oft <br />wi= 0 Of <br />From <br />Oft <br />to <br />Oft <br />New Proposed Loading <br />Full Uniform Load Point Loads <br />w= 90 plf Pt= 58 Ibs @ 9 ft <br />P2= 58 Ibs @ 13 ft <br />P3= 0 Ibs @ Oft <br />Loading, Shear, and Moment Diagrams <br />Existing Loading <br />Loading 7-11 <br />Shear <br />Moment <br />Results Summary <br />Partial Uniform Load <br />wi= 29 Of From 9 ft to 13 ft <br />wi= 0 Of From Oft to Oft <br />wi= 0 Of From Oft to Oft <br />New Loading <br />F7 I-] <br />Existing <br />New <br />% Change <br />Status <br />Shear <br />1782lbs <br />1793lbs <br />0.63% <br />OK <br />Moment <br />15959 ft-Ibs <br />16051 ft-Ibs <br />0.57% <br />OK <br />Page 9 of 24 <br />