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i , <br /> ' �trucfiural <br /> � , , <br /> ; <br /> � �ngineering & �esign �nc. � <br /> i <br /> , <br /> 1815 Wriaht Ave La Verne CA 91750 Tel: 909.596.1351 Fax: 9Q9.596.7186 <br /> By: S.P. Project: MAJESTIC GLOVE � Project#: LV-042418-2 <br /> Downai�le Seismic to�ds • Confjguration:'TYPE 1 SEI.�CTlVE RACK <br /> Determine the story moments by applying portai analysis,The base plate is assumed to provide parti�l fixity. � <br /> Seisrn�c Story Forces <br /> i <br /> 7yytcal(rame mad� � <br /> Vlong= 1,4971b Trihutaryarea oftwo�olumns <br /> VCo1=V�Oflg/2= 749 Ib afr�ck Ft�me� _____ _ i <br /> F1= 1001b �,� � �'� ` l�� Typicd�FrymamdAe � <br /> ;: ;_ <br /> F2= 2001b � � ��ofhvo�oluu>ns ; <br /> F3= 299 Ib '�. �� � �;� �;� �' - - � <br /> . . � ., . <br /> _ , <br /> , <br /> �`� � ��� ��� �....------�'._: ,� I <br /> . � i 7op Vi<w I <br /> i <br /> � )o.' _-�j �-'__-'-- . � <br /> .. -_y'I Fron@View ' i eViev� � <br /> � . S�i53'd11C SXOPY MOIS7E3flt5 Concevtual Svstem - - C�� I <br /> I <br /> Mbase-max= 8,000 in-Ib <=_=Defau/tcapacity h1-eff= hi-beam clip height(2 1 <br /> Mbase-v= (Vcol�hief�/2 = 62 i� Vcol i <br /> = 23,204 in-Ib z===Momentgoing to base <br /> Mb�se-eff= Minimum of M6ase-max and Mbase-v h2 � <br /> = 8,000 in-Ib ' <br /> M 1-1= [Vcoi*hleff]-Mbase-eff M 2-2= [Vcol-(F1)/2]*h2 ! <br /> _ (7491b*62 in)-8000 in-!b = [749 Ib-99.5 Ib]*b6 in/2 - _� f <br /> = 38,407 in-ib = 23,054 in-Ib h1 i 1lefif = � <br /> Mseis= (Mupper+Mlower)/2 I <br /> Beam to Column Elevation <br /> i <br /> Mseis(1-1)= (38407 in-Ib-f-23054 in-1b)/2 Mseis(2-Z)= (23054 in-lb+19760 in-ib}/2 ` <br /> � 30,730 in-lb = 21,907 in-ib rho= 1.0000 f <br /> �iunmary of force� ' <br /> LEVEL hi Axial Loact Column Moment** Mseismic*� Mend-fixity Mconn** Beam Cpnnector I <br /> 1 66 in 7,088 ib 38,407 in-Ib 30,73Q in-Ib 3,175 in-Ib 23,734 in-ib 4 pin Qf< � <br /> 2 66 in 6,150 Ib 23,054 in-ib 21,907 in-Ib 3,175 in-Ib 17,207 in-Ih 3 pin OK j <br /> 3 66 in 4,6i3 Ib 19,760 in-Ib 17,290 in-Ib 3,ll5 in-Ib 14,326 in-Ib ��pin OK <br /> 4 66 in 3,075 Ib 14,820 in-Ib 11,527 irs-ib 3,175 in-I6 ].Q,291 in-Ib �pin OK <br /> 5 66 in 1,538 Ib 8,234 in-lb 4,117 in-Ib 3,175 in-Ib 5,109 in-Ib 3•pin 01< 'I <br /> , <br /> I <br /> ; <br /> '� <br /> . <br /> ; <br /> ' <br /> I <br /> ;� <br /> '� <br /> i <br /> � � <br /> Mconn= (Mseismic+Mend-fixity)*0.70*rho I� <br /> 'f <br /> P4cann-aflaw(�F Pin)= 31,729 in-Ib i <br /> **ali moments based on limit states level loading � '1 <br /> i <br /> '� <br /> � MAJESCIC GLOVE-IYPE I.xis Page � of � L�• I/2�F/2018 � <br /> � <br /> . 1 <br />