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Kingworks JOB TITLE POE Marina Village RTU <br />CONSULTING ENGINEERS Structural Calculations <br />600 Dupont St " Ste B JOB NO. F22100 SHEET <br />Bellingham, WA 98225 CALCULATED BY JT Dp <br />360-714-8260 www.king-works.com CHECF®BY Dp <br />Calculate Unit Overturning and Shear For Wind & Seismic <br />Unit: GCS16-411 (435LBS + 70LB CURB) <br />Weight = 505 Ibs <br />Length = 4 ft <br />Width = 4 ft <br />Height = 3 ft <br />Overturning in Short Direction <br />U) <br />(0 <br />co N <br />Co 'IT <br />i ii <br />w <br />Overturning in Long Direction <br />U) <br />m <br />M N <br />Co It <br />i ii <br />w <br />Max/Min Reactions (LRFD) <br />1.2D+E: 423 Ibs <br />.9D+E: 107 Ibs <br />1.2D+W: 668 Ibs <br />.9D+W:-1371bs <br />Max/Min Reactions (ASD) <br />D+.7E: 336 Ibs <br />ii <br />.6D+.7E: 68 Ibs <br />a, <br />D+.6W: 471 Ibs <br />_ <br />.6D+.6W: -671bs <br />DESIGN LOADS <br />Max/Min Reactions (LRFD) <br />1.2D+E: 423 Ibs <br />.9D+E: 107 Ibs <br />1.2D+W: 668 Ibs <br />.9D+W:-137lbs <br />Max/Min Reactions (ASD) <br />c, <br />D+.7E: 336 Ibs <br />ii <br />.6D+.7E: 68 Ibs <br />a, <br />D+.6W: 471 Ibs <br />_ <br />.6D+.6W: -67lbs <br />Page 5 of 24 <br />