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I; � <br /> k <br /> F <br /> � <br /> �tructural <br /> ' �ngin�ering � �esign Inc. <br /> � � <br /> ' � 51 Fax:909.596.71 fl6 <br /> By: S.P. Project: MAJESTIC GLQVE Project#: LV-012418-2 ; <br /> 4 Pin Beam to Column Gonnection TYP�X SELFCTNE RACK <br /> � e am en momen s own erein s ow e resu o e maw um m uc ix e monen arm seismic s a c oa s an e co e <br /> man@ated minimum value of 1.5%(DL+PL} . � <br /> t�- <br /> Pl 1�� <br /> Mconn max= (Mseismic+Mend-fixity)*U.70*Rho rho= 1.0000 <br /> = 23,734 in-Ib Load afi levei 1 <br /> Pz <br /> —� <br /> 2"TYP 6° <br /> P3 � <br /> 12" <br /> 12" � <br /> Connector Type= 4 Pin i <br /> Shear Capacity of Pin ! <br /> i <br /> i <br /> Pin Diam= U.44 in Fy= 55,OOU psi j <br /> ( <br /> Ashear– (0.438 in)^2*Pii4 � <br /> = 0.1507 in^2 � <br /> I <br /> I <br /> Pshear= 0.4*Fy*Ashear ' � <br /> = 0,4*55000 psi*0.1507in^2 <br /> = 3,315 ib <br /> „ � j <br /> Bearing Gapa�ity ofi Pin �r � <br /> tcol= 0.105 in Fu= 65,OOQ psi � <br /> i <br /> Omega= 2.22 a= 2.22 i <br /> Pbearing= alpha*Fu*diam*tcol/Omaga � <br /> = 2.22*65000 psi*O.q38 in*0.105 in/Z.22 � <br /> = 2,989 ib <3315 Ib � <br /> � <br /> l <br /> Momen4 Capacity af�rar.kat � <br /> i <br /> I <br /> Edge Distance=E= I.QO in Pin Spacing- 2.0 in Fy= 55,000 psi � <br /> ! <br /> C= P1+P2+P3+P4 tclip= 0.18 in Sclip= O.I27 in^3 i <br /> = Pi+P1*(4.5"/6.5")+Pl*(2.5"/6.5")+Pi*(0.5'y6.5") <br /> = 2.154*PJ. i <br /> � <br /> Mcap= Sclip*Fbending C*d= Mcap=2.154 d= E/2 f <br /> � 0.l27 in^3*0.66*Fy = 0.50 in <br /> = 4,610 in-Ib ; <br /> ' 1 <br /> Pciip= Mcap/(2.154*d) i <br /> = 4610.1 in-Ib/(2.154*0.5 in) Thus,P1= 2,989 Ib � <br /> = 4,281 ib <br /> i <br /> Mconn-allow= [Pi*6,5"+P1*(4.5"/6,5")*4.5"+Pi*(2,5"/6.5")2.5"+P1*(0.5"j6.6")*p,5"] ! <br /> = 2989 LLi*[6.5"+(4.5'y6.5")*4,5"+(2.5"/6.5")*2.5"+(0.5"/6.5")k0.5"] � <br /> = 31,729 in-Ib > Mconn max, OK <br /> i <br /> �- <br /> � <br /> � i� <br /> . i <br /> �i <br /> ! <br /> I <br /> MAJESTIC GLOVE-TYPE I.xls !'aye � of � Gn'?. i/2�/2018 i <br /> � � <br /> 1 <br /> � <br />