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King wq orks <br />CONSULTING ENGINEERS <br />600 Dupont St' Ste B <br />Bellingham, WA 98225 <br />360-714-8260 www.king-works.com <br />JOB TITLE POE Marina Village RTU <br />Structural Calculations <br />JOB NO. 22100 <br />CALCULATED BY JT <br />CHECKED BY <br />Calculate Unit Overturning and Shear For Wind & Seismic <br />Unit: <br />GCS16-511 (585LBS + 80LB CURB) <br />Weight = <br />665 Ibs <br />Length = <br />5.833 ft <br />Width = <br />4 ft <br />Height = <br />3.6 ft <br />Overturning in Short Direction <br />Overturning in Long Direction <br />SHEET <br />D/ <br />D/ <br />Max/Min Reactions (LRFD) <br />1.2D+E: 578 Ibs <br />.9D+E: 121 Ibs <br />1.2D+W: 1028 Ibs <br />.9D+W:-330lbs <br />Max/Min Reactions (ASD) <br />0 <br />co <br />D+.7E: 457 Ibs <br />II <br />.6D+.7E: 75 Ibs <br />a, <br />D+.6W: 710 Ibs <br />_ <br />.6D+.6W:-1781bs <br />DESIGN LOADS <br />Max/Min Reactions (LRFD) <br />1.2D+E: 539 Ibs <br />.9D+E: 160 Ibs <br />1.2D+W: 859 Ibs <br />.9D+W:-161lbs <br />w <br />Max/Min Reactions (ASD) <br />cfl <br />D+.7E: 430 Ibs <br />II <br />.6D+.7E: 102 Ibs <br />a, <br />D+.6W: 609 Ibs <br />_ <br />.6D+.6W: -77lbs <br />Page 4 of 24 <br />