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SOLGE'N <br />P O W E R <br />RT Mini Connection Calculation <br />This calculation justifies the connection of the solar panels to existing roof members, by showing the connection <br />capacity is equal to or greater than the uplift force demands. <br />Connection Demand <br />Spacing perpendicular to rail <br />Spacing parallel to rail <br />Effective Wind Area on each connection <br />Roof Angle <br />Wind Speed <br />Exposure Coefficient, K, <br />Topographic Factor, K, <br />Directionality Factor, Kd <br />Elevation Factor, Ke <br />Velocity Pressure, q, <br />GCp (max) <br />Exposed Panels? (YE = 1.5) <br />Pressure Equalization Factor, Ya <br />Uplift Force <br />Max. Uplift Force / Connection (1.0 WL) <br />ASD Factored (0.6 WL) <br />Solar Dead Load (0.6 DL) <br />Max. Uplift Force (0.6 WL - 0.6 DL) <br />Connection Capacity <br />Connection Type <br />Total Allowable Capacity <br />32.5 <br />in <br />in <br />ftz <br />degrees iO-RPAI <br />ROOI <br />mph <br />ROOF TEC <br />MINI <br />48 <br />10.8 <br />30 <br />110 <br />0.92 <br />1 <br />0.85 <br />1.00 <br />24.1 psf Mom <br />IMoa.isnng,anem <br />Zone 1 Zone 2n Zone 3e <br />1/2 panel length <br />Max spacing <br />1.77 <br />1.97 <br />2.46 <br />No <br />No <br />No <br />0.79 <br />0.79 <br />0.79 <br />33.5 <br />37.4 <br />46.6 <br />psf <br />362.6 <br />405.4 <br />505.0 <br />Ibs <br />217.6 <br />243.2 <br />303.0 <br />Ibs <br />17.8 <br />17.8 <br />17.8 <br />Ibs <br />199.8 <br />225.4 <br />285.2 <br />Ibs <br />RT Mini (Rafter Mount) <br />447.0 Ibs (per manufacturer) <br />i <br />Compare ASD Factored Demand to Capacity <br />Demand 285.2 Ibs <br />Capacity 447.0 Ibs <br />Result Capacity exceeds demands. Therefore, connection passes. <br />