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RIGID ANCHORAGE OF CONDENSER END RAIL SUPPORT <br />FROM CALCULATION SHEET NO.P26681-S8076-C10.1 <br />TOTAL SHEAR PER RES: V MAX* 2 =193.99 lbs <br />MAX. UPLIFT PER RES : P MIN.*2 =571.90 lbs <br /> <br />CHECK FOR ANCHORAGE OF THE PEDESTAL <br /> <br />BOLT SPACING : S =7 in <br /> <br /> <br />RES HEIGHT H1:=16.00 in <br /> <br />H2: = H1/2 =8.00 in <br /> <br />WEIGHT PER RES: WT =37 lbs <br />NUMBER OF BOLTS PER RES: Nb =12 <br /> <br />DUE TO P MIN. <br />T1 = P MIN. / Nb =47.66 lbs <br />DUE TO V MAX: <br />T2 = V MAX. * H/(S/*Nb/2)=73.90 lbs <br />DUE TO RES WT. <br />T3 = RES WT. / Nb =3.08 lbs <br />T4= RES WT. /H2/(S*Nb/2)=0.11 lbs <br />SHEAR PER BOLT DUE TO UNIT: <br />V1 (V MAX/Nb)=16.17 lbs <br />SHEAR PER BOLT DUE TO RES: <br /> <br />V2 (RES WT. /Nb)=3.08 lbs <br /> <br /> <br />TOTAL TENSION PER BOLT: Tab =(T1+T2-T3+T4)=118.59 lbs <br /> <br />TOTAL SHEAR PER BOLT: Vab =(V1+V2)=19.25 lbs <br />TRY NO. 1/4-14 TEKS SCREW INTO 20 GA. METAL (LRFD VALUES) <br />Tall = 172.50 lbs <br />Vall = 322.50 lbs <br />CHECK COMBINED LOADING: <br />Tab/Tall + Vab/Vall =<1.0 0.75 <br /> OKAY <br /> <br /> <br /> <br /> <br /> JOB NAME: SANTA ANA MEMORIAL PARK AQUATICS CENTER M. W. SAUSSE' & CO., INC. <br /> CUST.: WEST-TECH MECHANICAL PREPARED BY::PDG <br />MECH. ENGR.: DATE::10-Dec-25 <br />MARK: CU- 2, 3, 4, 5, 6, 7, 8, 9 (RES) SHEET NO.::P26681-S8076-C10.3 <br />12/10/2025 <br />27