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Glycol 2 Receiver SHEET NO.:_______ <br />BY: HL DATE: 10/13/2020 <br />CHK'D: ___ DATE: ______ <br />Seismic Anchorage Design <br />Glycol Room 2 - Receiver <br /> Width Equipment Information; <br />Weight =2308 lbs <br />Width =48 inch <br />Depth =48 inch <br /> C.GHeight =144 inch <br /> A B Ht. to C.G. =61 inch <br />Wo =2.5 <br /> a c a =24 inch <br /> Ta b Tb d b =48 inch <br /> Front Elev. Side Elev.c =24 inch <br />d =48 inch <br />Seismic Force; ASCE 7-10, Section 13.3 <br />Fp =0.57 Wp (Ult) = 0.41 Wp (Allow) = 1319 lbs (Ult) = 942 lbs (Allow) <br />Wo Fp == 3298 lbs (Ult)= 2356 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)= 1637 lbs (Ult) <br />W n2 =1.2 Wp + Fp vert =1.39 Wp (Ult)= 3209 lbs (Ult) <br />W n1 =0.6 Wp - Fp vert = 0.46 Wp (Allow) = 1071 lbs (Allow) <br />W n2 =Wp + Fp vert = 1.14 Wp (Allow) = 2622 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 />= 3373 lbs / 2 = <br />Check Over-Turning; (Front-to-Back) <br />S MA = 0 =Wo Fp x C.G. - W n x c - Tb x d <br />= 3373 lbs / 2 = <br />Check Sliding; <br />V = Wo Fp = <br />Assume (4) 3/8 "FFFF HILTI KB-TZ with 2" Embedment (Observations show 1/4" to 3/8" anchors) <br />TMAX =1686 lbs (Ult)TCAP =1212 lbs (Ult)DCR T =1.39 >1.0 NG <br />VMAX =825 lbs (Ult)VCAP =1466 lbs (Ult)DCR V =0.56 <1.0 OK <br />DCR = (T/ Tcap)+(V/ Vcap) =1.95 >1.2 NG <br /> Depth <br />Height1686 lbs / Anchor(Ult) <br />1686 lbs / Anchor(Ult) <br /> 3298 lbs / 4 Anchors = 825 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 Receiver Equipment Anchorage Leprino Foods Tracy