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6.0 Design Loads - Downward (Cont.): <br />6.2 Racking Dimensions for Point Loads (Cont.): <br />Fig. 6.2 Section A-A <br />6.3 Point Load Summary:Notes: <br />DLsys = 90 lbs./module -Base 2 repeat for larger width arrays. <br />Total DL = (Varies on location and ballast quantity) <br />SLm = 0 lbs./module <br />WLin (no snow) = 660 lbs./module <br />WLin (with snow) = 175 lbs./module <br /> <br /> <br />Max Total Load Per Base (lbs.) <br />load combinations (ASD) <br />Location Base <br />DL + Snow DL + 0.6Wlin DL + 0.75SLm + 0.75(0.6WLin) <br />South 1 63 162 83 <br />Interior 2 173 371 213 <br />2nd From North 3 140 338 179 <br />North 4 119 218 139 <br />Table 6.1-A Max Total Load per Base (lbs.) <br /> <br />Max Contact Pressure Table Per Base (psi) <br />load combinations (ASD)# of <br />Pads <br />Location Base <br />DL + Snow DL + 0.6Wlin DL + 0.75SLm + 0.75(0.6WLin) <br />South 1 3 9 5 <br />Interior 2 9 20 12 <br />2nd From North 3 8 18 10 <br />2 <br />North 4 6 12 8 <br />South 1 2 4 2 <br />Interior 2 5 10 6 <br />2nd From North 3 4 9 5 <br />4 <br />North 4 3 6 4 <br />Table 6.1-B Max Point Load Summary (psi) <br />05/02/2025 <br />APPROVED FOR CONSTRUCTION <br />12 <br />PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845 <br />(978) 688.4900 - www.panelclaw.com