Laserfiche WebLink
Powerpack 3.0 (on Concrete Pad)2022 CBC <br />Wind=977 lbs SDC= D <br />EQ*Ω=6,716 lbs Ω= 2 <br />Load combination used for the design: <br />0.696 DL +1.0 EQ <br />(0.9-0.2SDS) if EQ Governs <br />1 V =6,716 lbs 1 V x 0.3=2,015 lbs (orthogonal direction) <br />Hc =8.4 ft.COG =4.2 ft. <br />Dc =3.8 ft.Wc =3.8 ft. <br />Wp =0.696 DL <br />=7,661 lbs <br />MOT =V x COG MOT =V x COG <br />=28,054 lb-ft =8,416 lb-ft <br />MR = Wp x 1/2 Dc MR = Wp x 1/2 Wc <br />=14,445 lb-ft =14,579 lb-ft <br />M =MOT - MR M =MOT - MR <br />=13,609 lb-ft =-6,162 lb-ft <br />Anchor Bolts for Powerpack 3.0 <br />Bolt Number =4 <br />T (Tension on Bolt) = (M / Dc) / 2 bolts T (Tension on Bolt) = (M / Wc) / 2 bolts <br />=1,805 lbs.=0 lbs. <br />V (Shear on Bolt) = V / 4 bolts V (Shear on Bolt) = V / 4 bolts <br />=1,679 lbs.=504 lbs. <br />V <br />Wp <br />Hc <br />T <br />Dc <br />13 1312 E Warner Ave <br />2/10/2025