Laserfiche WebLink
SOLG . 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 32.5 in 1/2 panel length <br /> Spacing parallel to rail 48 in Max spacing <br /> Effective Wind Area on each connection 10.8 ftz <br /> Roof Angle 36 degrees 30-R-NE� <br /> ROOFING <br /> Wind Speed 110 mph LFOOT <br /> Exposure Coefficient, K, 0.95 <br /> Topographic Factor, K, ROOFNI <br /> 1 MINI <br /> CHIKO <br /> Directionality Factor, Kd 0.85 ,"Rall <br /> Elevation Factor, Ke 1.00 <br /> Velocity Pressure, q, 24.9 psf Mount lhmugh mol sheathing / <br /> into existing rafters <br /> Zone 1 Zone 2r Zone 3 <br /> GCp(max) 1.32 1.71 2.01 <br /> Exposed Panels?(y,= 1.5) No No No <br /> Pressure Equalization Factor,Ya 0.79 0.79 0.79 <br /> Uplift Force 25.8 33.5 39.3 psf <br /> Max. Uplift Force/Connection (1.0 WL) 279.6 362.8 425.8 lbs <br /> ASD Factored (0.6 WL) 167.8 217.7 255.5 lbs <br /> Solar Dead Load (0.6 DL) 17.9 17.9 17.9 lbs <br /> Max. Uplift Force (0.6 WL-0.6 DL) 149.9 199.8 237.6 lbs <br /> Connection Capacity <br /> Connection Type RT Mini into 2x Rafter <br /> Total Allowable Capacity 447.0 lbs (per manufacturer) <br /> Compare ASD Factored Demand to Capacity <br /> Demand 237.6 lbs <br /> Capacity 447.0 lbs <br /> Result Capacity exceeds demands.Therefore,connection passes. <br />