Laserfiche WebLink
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 = 81 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) = 401 lbs./module <br />WLin (with snow) = 107 lbs./module <br /> <br /> <br />Max Total Load Per Base (lbs.) <br />load combinations (ASD) <br />Location Base <br />DL + Snow DL + 0.6 X Wlin DL + 0.75 X SLm + 0.75(0.6 X WLin) <br />South 1 27 87 39 <br />Interior 2 58 179 82 <br />2nd From North 3 55 176 79 <br />North 4 35 95 47 <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 Location Base <br />DL + Snow DL + 0.6 X Wlin DL + 0.75 X SLm + 0.75(0.6 X WLin) <br />South 1 1 5 2 <br />Interior 2 3 10 4 <br />2nd From North 3 3 10 4 <br />2 <br />North 4 2 5 3 <br />South 1 1 2 1 <br />Interior 2 2 5 2 <br />2nd From North 3 1 5 2 <br />4 <br />North 4 1 3 1 <br />Table 6.1-B Max Point Load Summary (psi) <br />05/24/2024 <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 <br />1895 & 1995 S Standard <br />Ave1/7/2025