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Net Forces with-Internal Pressure(-Gcpi) <br /> Walls 1/2 - = 6,444 Ibs <br /> Wall 3 or 4 - = 6,546 Ibs <br /> Roof Uplift - = 5,696 Ibs <br /> Wind Direction 2 <br /> Net Forces with+Internal Pressure(+Gcpi) <br /> Walls 3/4 - = 16,980 Ibs <br /> Wall 1 or 2 - = 5,285 Ibs <br /> Roof Uplift - = 10,812 Ibs <br /> Net Forces with-Internal Pressure(-Gcpi) <br /> Walls 3/4 - = 16,980 Ibs <br /> Wall 1 or 2 - = 2,955 Ibs <br /> Roof Uplift - = 7,944 Ibs <br /> Enclosure with Base/Tank Maximum Wind Force = 16,980 Ibs (Case 1) Acting On Wall 3/4 <br /> Maximum Simutaneous Wind Force(Both Directions) = 17,568 Ibs (Case 3) <br /> Coefficient of Friction-Steel to Wet Concrete (,us) = 0.45 <br /> Frictional Resisting Force (Total Weight x µj = 5,841 <br /> Enclosure with Base/Tank Design Shear (VEB) = 4,700 Ibs (Load Combinations Applied) <br /> Enclosure With Base/Tank Overturn Forces (Load Combinations Aaalied) <br /> Postive forces act upward <br /> Wind Direction 1 <br /> Net Forces with+Internal Pressure(+Gcpi) <br /> Overturn on Walls 1/2 = 246 Ibs <br /> Overturn on Walls 3/4 = 4,692 Ibs <br /> Net Forces with-Internal Pressure(-Gcpi) <br /> Overturn on Walls 1/2 = 55 Ibs <br /> Overturn on Walls 3/4 = 1,169 Ibs <br /> Wind Direction 2 <br /> Net Forces with+Internal Pressure(+Gcpi) <br /> Overturn on Walls 3/4 = 8,051 Ibs <br /> Overturn on Walls 1/2 = 637 Ibs <br /> Net Forces with-Internal Pressure(-Gcpi) <br /> Overturn on Walls 3/4 = 7,191 Ibs <br /> Overturn on Walls 1/2 = 55 Ibs <br /> Desion Overturn Force (O EB) = 8,051 Ibs Acting On Wall 3/4 <br /> 10/2/2018 <br /> Matthew T. Baldwin, P.E. <br /> Florida License#64608 <br /> Page 8-2 <br />