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� ; <br /> � <br /> �trucfiural <br /> � <br /> �ngin�ering & �esign Inc. <br /> �_ 1815 Wriqht Ave La Verne CA 91750 Tel� 909 596 1351 Fax: 909.596.7186 <br /> By. S.P. f�roject: IVIAJESTIC GLOVE Projecf#: LV-0124T8-2 <br /> Configurafion 8c Summary:TYPE 2 S�IE�`�'EVE i2A�K . ' <br /> � **RACKCOLUMNRERC770NS <br /> 66" 60'� ASD LOADS : <br /> AXlRL OL= 150/b i <br /> � � AXIAL LL= 6,000/U � <br /> 60" SEISMICAXIAL Ps=f/- 10,176/b l� <br /> 264" 66 � SASEMOMENT- B4OOO fn-/b :I <br /> 264" 60�i r� i <br /> y,� _�_ -�.--- <br /> l 36" ``\� � <br /> � �� <br /> 66" � � <br /> 36" ` <br /> ` � � � <br /> -��102" -�` �-t— 44" � � <br /> { i <br /> 5eisenic Cri�eria #Brn tals Frame Depth Frame H�ight #�Diagonal� Seasn�ei�gth Frame Type � <br /> Ss-1.445,Fa=1 q 44 in 264 0 in 5 102 in Single Row <br /> I <br /> Componen# D�scr�ption �-��E�� I <br /> Column Fy=55 ksi Hannibal IF307:1-3x3xiiga P=6150 Ib,M=29737 irt-Ib 0,82-0K <br /> Column&Backer None None None �y�p � <br /> Beam Fy=55 ksi HMH 33160/3.375"Face x 0.06"thk 1,u-102 in Capacity: 3147 tbJpr 0.95-OK <br /> Beam Connector Fy=55 ksi Lvi 1:3 pin QK Mconn=18857 in-Ib Mcap=19706 in-Ib 4.96-OK <br /> Brace-Horizontal Fy-55 ksi Hannib�l 1-1/2x1-1(2x16ga 0.29-OK <br /> Brace-Dia onal F -55 ksi � <br /> g Y' Nanniball-1/Zx1-1/2x16ga 0.4�-OK <br /> Base Piate Fy_36�j 10x10x0.5 Fixity=8000 in-Ib 0,45-OK � <br /> Anchor 4 per Base 0.625"x 4"Embed HILTI Kf3 TZ ESR 1917 Inspection Reqd(Net Seismic Uplift=7224 Ib) 0.817-0K <br /> Slab&Soii fi°ehk x 3500 psi slab on grade.1000 psf Soil Bearing Pressure 0.56-qK ! <br /> Levef Load** Story Porce Story Force Cols�mn Column Conn. �eaen � <br /> Per Leaet Beaen Spcg Brace Trarasv �.ongit. A�cial Moment Moment Conn�ctor � <br /> 1 3,000 Ib 66.0 in 36.Q in 2Q1!b iz0 ib 6,150 Ib 29,737 "#� 18,557 "# 3 pin OK � <br /> 2 3,000 Ib 66.0 in 36.0 in q02 Ib 240 Ib 4,613 Ib ll,79Q "# 13,292 "# 3 pin OK � <br /> 3 3;000 ib 66.0 in 60.0.in 602 Ib 359 Ib 3,075 ib 13,II37 "# 9,833 "# 3 pin OK <br /> 4 3,000 ib &6.0 in 60.0 in 803 Ib 479 Ib 1,53II Ib 7,907 "# 4,990 "# 3 pin OK � <br /> 60.0 in <br /> I <br /> I <br /> � <br /> I <br /> � <br /> � �f <br /> � <br /> i <br /> I <br /> � I ; <br /> **Load deflned as product weight per pair of beams TOtdl: 2,Q08 fb 1,198 Ib <br /> � <br /> Plokes � <br /> ---- --- - - ;� <br /> I <br /> MAJESTIG GLOVE-TYPE 2.xis Pa9e �L� of �2a. I/2�F/2018 I <br /> r� I <br /> I <br />