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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 = 73 lbs./module <br />Total DL = (Varies on location and ballast quantity) <br />SLm = 0 lbs./module <br />WLin (no snow) = 568 lbs./module <br />WLin (with snow) = 151 lbs./module <br />-Base 2 and 3 repeat for larger width arrays. <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 />East/West Edge 1 18 104 35 <br />Interior High 2 37 207 71 <br />Interior Low 3 34 205 68 <br />Table 6.1-A Max Total Load per Base (lbs.) <br />Max Contact Pressure Table Per Base (psi) <br />load combinations (ASD)# of <br />Pads Location Base <br />DL + Snow DL + 0.6Wlin DL + 0.75SLm + 0.75(0.6WLin) <br />East/West Edge 1 1 6 2 <br />Interior High 2 2 11 42 <br />Interior Low 3 2 11 4 <br />East/West Edge 1 1 4 1 <br />Interior High 2 1 7 33 <br />Interior Low 3 1 7 2 <br />Table 6.1-B Extreme Point Load Summary (psi) <br />07/09/2024 <br />12 <br />PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845 <br />(978) 688.4900 - www.panelclaw.com