Laserfiche WebLink
1.3 Anchor Bolt Design <br />Supercharger_Cabinet_V4 2025 CBC <br />Wind=560 lbs SDC= D Hc =6.3 ft. COG =3.2 ft. <br />EQ*Ω=2,166 lbs Ω= 2.5 Dc =2.8 ft.Wc =3.5 ft. <br />DL =2,420 lbs <br />Load combination used for the design: <br />0.661 DL + 1.0 EQ <br />(0.9-0.2SDS) for EQ load combination <br />0.900 DL + 1.0 WL <br />1 V_EQ =2,166 lbs 1 V_EQ x 0.3=650 lbs (orthogonal direction) <br />Wp =0.661 DL <br />=1,600 lbs <br />MOT =V x COG MOT =V x COG <br />=6,836 lb-ft =2,051 lb-ft <br />MR = Wp x 1/2 Dc MR = Wp x 1/2 Wc <br />=2,201 lb-ft =2,834 lb-ft <br />M =MOT - MR M =MOT - MR <br />=4,636 lb-ft =-783 lb-ft <br />1 V_WL =560 lbs 1 V_WL x 0.3=168 lbs (orthogonal direction) <br />Wp =0.9 DL <br />=2,178 lbs <br />MOT =V x COG MOT =V x COG <br />=1,769 lb-ft =531 lb-ft <br />MR = Wp x 1/2 Dc MR = Wp x 1/2 Wc <br />=2,995 lb-ft =3,857 lb-ft <br />M =MOT - MR M =MOT - MR <br />=-1,226 lb-ft =-3,326 lb-ft <br />M_Worst =4,636 lb-ft =-783 lb-ft <br />Anchor Bolts for Supercharger_Cabinet_V4 <br />Bolt Number =4 <br />T (Tension on Bolt) = (M / Dc) / 2 bolts T (Tension on Bolt) = (M / Wc) / 2 bolts <br />=843 lbs. =0 lbs. <br />V (Shear on Bolt) = V / 4 bolts V (Shear on Bolt) = V / 4 bolts <br />=541 lbs. =162 lbs. <br />V <br />Wp <br />Hc <br />T <br />Dc <br />18