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� <br /> i <br /> � <br /> ; �tructural <br /> i <br /> �nc�ineering & �esign �n�. ± <br /> 2815 V�lrj�hi Ave La Ver11e. CA 91750 TeL 9Q9.5�.9351 Fax: 90q 596 7186 <br /> � <br /> By: S.P. Project: MAJESTIC GLOVE Project#: LV-012418-2 <br /> MAJESTIC GLOVE LV-0124't8-2 <br /> Over#��r��ing for ftiyi�ily Connected�ack to Ba�4�Units Cottftguration:TYpE 1 S�LECT19/�C2A�FC �� <br /> Critical Load case(s): • I <br /> �.:::: �.::; hp <br /> 1)RMI Sec 2.2,item 7:(0,9-0,2Sds)D+(0.9-0.20Sds)*B*Papp-E*rho _ � �� I <br /> :� <br /> Vtrans=V=E=Qe= 2,510 Ib Sds= 0.9633 h p v i <br /> DF.i-1D LOAD PER UPRTGHT=D= 375 la (0.9-0.2Sds)= 0.7073 i <br /> PRODUCT LOAD PER UPftIGK�=P= 15,000 Ib (0.9-0.2Sds)= 0.7Q73 � <br /> ` : N I <br /> p3PP=P'k0.67= 10,050 Ib 6= �.Qq(lf} ;: � <br /> ;J.=Wst1=(0.70734*D+0.70734*Papp*1)= 7,3741f� rho— 1�QqOp �. .. . ... ': ! <br /> LC2=Wst2=(OJ0734*D+OJ0734*Papp)= 7,3741b ` ` T � <br /> _ . . _........... ... � � <br /> ;:..:_::;-.:-:::_..,>-:..:.:::.:... � <br /> Product Load Top Level,Pto�= 3,000 Ib Sgl Frame DepEh=D= �}.0 in <br /> Seismic Ovt based on E,�(Fi*hi)= 670,174 in-Ib Htop-Iv1=H= 330.0 in � <br /> height/depth ratio= 7.5 in #�Anchors/Base= 4 ���f R I � <br /> Row spacer Length=R= 12.0 in hp= 50.d in �t ' <br /> Dt= 100.fl in h=H+hp(2= 355.4 in sz�e e�Ev.4Ttort , <br /> A)I�ully Loaderl Rack(2 Tied Fr�me�s) ; <br /> Laas�case 1: '� <br /> Mavt= [r(Fi*hi)*E*rho]*2 Mst= [Wsk1*2�`Dt/2] T= (Movt-P4st)/Dt � <br /> = 1,340,348 in-Ib = [73741b*2* lOQ ift/� = (134034II in-Ib-73740Q in-16)/1�0 in I <br /> = 737,400 in-Ib = 6,029 Ib PetUpliRperCaiwno I <br /> i <br /> i <br /> � � <br /> � <br /> Net Seismic U�lif�= E,fl2S�ab <br /> B)Top L,evet Load�a#�9nly(�"Tied Frarraes� � <br /> . 1..O�f�Ce'l5L 7.: . I <br /> V1=Vtap= Cs*Ip*Ptop>=350 Ib for I-!/D>6,0 Modc= [Vi*h+V2*H/2�*0.7*rha � <br /> = 0.2408*3000 Ib*?_ = 379,892 in-Ib ; <br /> = 1,�k451b T= (Nlovt-Mst)/Dt <br /> Vleff= 1,4�45 Ib Critical Level= 5 = (379842 in-Ib-238727 in-Ib)/100 in ; <br /> V2=Vp�= Cs*Ip"�D Cs*Ip= 0.2408 = 1,4121b r+e�u�rr:N��caiu,,,n ! <br /> = 181 Ib <br /> Mst= (OJ0734*375 Ib+Q.70734*3000 Ib*1}*2*100 in/2= a� <br /> = 238,727 in-{b � <br /> ; <br /> �� <br /> I <br /> 4 <br /> �I <br /> - I <br /> '___ ._ _ . __ — � _r ..-=;_�...., - -.. - - ._.. �� <br /> Met�eismi�U lrft= 2,�}�2 Ib ,� <br /> � Ar�ctiar <br /> Ci�eck{�F)a.�"x 3.25"Emb�d HEL7T E(B 7�anchor(5)per taasQ p1atQ. ;� <br /> Snecial ins}�ec'tion is reyuires!per ESR�.917. ;j <br /> Pullout Capacity=Tcap- l,595 Ib L.A.CiCy Jurisdiction? NO 7cap*Phi= 1,595 Ib i <br /> Shear Capacity=Vcap= f,25H Ib Phi= 1 Vcap*Phl= 1,258 Ib �� <br /> Fully Loaded: (1507 Ib/1595 Ib)^x +(3i.3 Ib/1258 Ib)^i = 1,19 <= 1,2 OK <br /> Top Level Loaded: (706 Ib/1595 Ib)^1+(90 Ib/1258(6)^1 = 0,51 <= 1.2 OIC ' <br /> - — 1� <br /> - - - -- _ - - - �t �� �� --_____.� ;� <br />