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1.3 Anchor Bolt Design <br />Powerpack 3.0 (on Steel Beam)2022 CBC <br />Wind=977 lbs SDC= D <br />EQ*Ω=3,358 lbs Ω= 1 (Anchor into Steel Beam) <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 =3,358 lbs 1 V x 0.3=1,007 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 />=14,027 lb-ft =4,208 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 />=-418 lb-ft =-10,370 lb-ft <br />Anchor Bolts for Powerpack 3.0 <br />Bolt Number =4 Dia. of Bolt =1/2 inch / A307 or better <br />T (Tension on Bolt) = (M / Dc) / 2 bolts T (Tension on Bolt) = (M / Wc) / 2 bolts <br />=0 lbs. =0 lbs. <br />V (Shear on Bolt) = V / 4 bolts V (Shear on Bolt) = V / 4 bolts <br />=840 lbs. =252 lbs. <br />Max. Tension, T =0 lbs. Max. Shear, V =876 lbs. <br />Fnv =24.0 ksi.Fnt =45.0 ksi.=0.75 <br />A =  r2 =0.196 in2 <br />fv =V / A =4.46 ksi. < Fv =18.0 ksi. (O.K.) <br />ft =T / A =0.00 ksi. < Ft =33.8 ksi. (O.K.) <br />V <br />Wp <br />Hc <br />T <br />Dc <br />8 1312 E Warner Ave <br />2/10/2025