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� _ _ <br /> � <br /> � �firu�tura! <br /> � <br /> � �ngineering � �esign �nc. . <br /> � 9 �,596J186 <br /> By: S.P. Project: MAJESTIC GLOVE Project#: LV-012418-2 <br /> MPJESTIC GLO�/E LV-O(2418-2 <br /> ftovv 5pa�er for Bac4c to Baek Units Con�gurafiare:TYP�1 S�LE�YIV�RA�MC , <br /> � - - <br /> Check moment capacity of bolted row spacer in rigidly attaching frames together <br /> _�� ,�� <br /> Frame height= 330.0 in DEAD LOAD PER UPRIGHT=D= 375 Ib <br /> �of Spacers=N='3 _ ;: �: PRODUCT LOAD PER UPRTGHT=P= 15,OOQ Ib ,; <br /> --::.....:.::..:..:._..__..-:_:::.._-:_::,:: � <br /> V/frame= 2,510 Ib Wst= 7,37416 Y � <br /> Sper LengtF�=R= 12.0 in h=Htop-level+paliet height/2= 355.0 in <br /> � <br /> Frame Depth=d= 44.0 in LL @ TOP= 3,OOd Ib V V � <br /> V= 2,51Q Ib DL/Lvl= 75 Ib ' � <br /> n= 0.70734 5 f <br /> t <br /> Fully L.oaded it�ck(�gl�rame) ' <br /> i <br /> Movt= ETransverse Story Forces y= (Movt-Mst)/(D*N) � � � <br /> . <br /> = 469,122 in-Ib = (469122in-�b-162226 in-Ib)j(44 in*3) Y ( <br /> = 2,325 Ib (��,, i <br /> Mst= 7374 Ib*4�}in/2 yeff= 2,325 Ib � df�i I R i <br /> = 162,228 in-Ib Mspacerl= Y-eff�R �`-"'�"'—'pt -�—'") � <br /> " = 27,900!Cl-Ib SdDE ELEVATION <br /> Tu��t,evel d.oadec�ftack(Sgl�rame) <br /> Vtop= 7221b <br /> Movt= Vtop*h y= (Movt-Mst)/(D'KN) <br /> = 722.4 Ib*355 in = (256452in-Ib-4G684 in-Ib)/(4�F in*3) r� <br /> = 25&,452 in-Ib = 1,589 Ib i <br /> MSC= 3000 Ib*OJ0734�44 In/2 yeff= 1,5891h <br /> = 46,684 in-Ib Mspacer2= Y-eff�R�2 � <br /> = 38,136 in-Ib i <br /> i <br /> Mspacer-eff= 20,Q21 in-Ib � <br /> Checls Spaser Cap�ciL-�r i <br /> - , <br /> � <br /> Spacer= cs Mcap= 0.6*Fy*Sx*1.33*2 �� <br /> Sx= 0.45 in^3 = 39,764 in-Ib � <br /> Fy= 55,OOQ psi Msper= 20,021 in-Ib } <br /> Y .� <br /> - Msper/Mcap= 0.54 aK I <br /> Ch�cle S�ae�r Bolt Capacity I <br /> I <br /> � <br /> �Boits= 2 Bolt Diam= p,500 in Shear Cap/Bolt= Bolt Area*Fv *2(Dbl Shear) I <br /> Bolt Spacing= �}.QO in Fv-bolt= 2f,00d psi = 8,247 Ib j <br /> Fu-steei= 65,OOQ psi I <br /> tmi11= 0,105 i� Be�Ciflg Cap/b01t= Bolk Diam*1.2*Fu*tmin`2(D61 Shear) i <br /> = 8,190 Ib <br /> Mcap= 81901b*4 in , <br /> = 32,7&0 in-Ib <br /> P4sper/Mcap= O.G1 OI( <br /> i <br /> i <br /> -- - Pa9e a 1. � ° r l�. ` - . <br /> i <br /> . I <br />