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Glycol 2 Skid SHEET NO.:_______ <br />BY: HL DATE: 10/13/2020 <br />CHK'D: ___ DATE: ______ <br />Seismic Anchorage Design <br />Glycol Room 2 - Skid <br /> Width Equipment Information; <br />Weight =10684 lbs <br />Width =180 inch <br />Depth =72 inch <br /> C.GHeight =144 inch <br /> A B Ht. to C.G. =65 inch <br />Wo =2.5 <br /> a c a =90 inch <br /> Ta b Tb d b =158 inch <br /> Front Elev. Side Elev.c =36 inch <br />d =72 inch <br />Seismic Force; ASCE 7-10, Section 13.3 <br />Fp =0.57 Wp (Ult) = 0.41 Wp (Allow) = 6107 lbs (Ult) = 4362 lbs (Allow) <br />Wo Fp == 15267 lbs (Ult)= 10905 lbs (Allow) <br />Fp vert =0.19 Wp (Ult) = 0.14 Wp (Allow) <br />W n1 =0.9 Wp - Fp vert = 0.71 Wp (Ult)= 7580 lbs (Ult) <br />W n2 =1.2 Wp + Fp vert =1.39 Wp (Ult)= 14856 lbs (Ult) <br />W n1 =0.6 Wp - Fp vert = 0.46 Wp (Allow) = 4956 lbs (Allow) <br />W n2 =Wp + Fp vert = 1.14 Wp (Allow) = 12138 lbs (Allow) <br /> <br />Check Over-Turning; (Side-to-Side) <br />S MA = 0 =Wo Fp x C.G. - W n x a - T a x b <br />= 1963 lbs / 4 = <br />Check Over-Turning; (Front-to-Back) <br />S MA = 0 =Wo Fp x C.G. - W n x c - Tb x d <br />= 9993 lbs / 5 =<-- Control <br />Check Sliding; <br />V = Wo Fp = <br />Assume (12) 1/2 "FFFF HILTI KB-TZ with 3 1/4" Embedment (Observations show 1/2" anchors) <br />TMAX =1999 lbs (Ult)TCAP =2625 lbs (Ult)DCR T =0.76 <1.0 OK <br />VMAX =1527 lbs (Ult)VCAP =3572 lbs (Ult)DCR V =0.43 <1.0 OK <br />DCR = (T/ Tcap)+(V/ Vcap) =1.19 <1.2 OK <br /> Depth <br />Height491 lbs / Anchor(Ult) <br />1999 lbs / Anchor(Ult) <br /> 15267 lbs / 10 Anchors = 1527 lbs / Anchor(Ult) <br />b <br />aWGCF <br />T np <br />a <br />´-´ <br />= <br />.. <br />d <br />cWGCF <br />T np <br />b <br />´-´ <br />= <br />.. <br />Glycol 2 Skid Equipment Anchorage Leprino Foods Tracy