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' � <br /> � �truct+�ral <br /> 3 <br /> � �ngineering & �esign �nc. <br /> 1815 Wriqht Ave La Verne CA 91750 7ei: 909.596.1351 Fax: 909.596.7186 <br /> By: S.P. Project: MAJESTIC GLOVE Project#: LV-012418-2 <br /> Configura#ion&�ummary:TYPE 1 SELECTi�YE RACK <br /> � i <br /> i <br /> — _�. _ **f7ACKCOLUMNREACTIONS ' <br /> 66" 6Q" � ASD L4ADS �� <br /> � � AXIAL DL= .t88/b i <br /> 60" �'� AXIAL LL- 7,500/b <br /> 66" � � � SEISMICA,1'IAL Ps=t/- 15,231!b <br /> � 60° � BASEMOMENT— S,OOO ia-/b � <br /> 330" gg�� �34" � �\ � I <br /> � 4� �-� � <br /> �6" �„ <br /> � - � <br /> � � ! <br /> �� � <br /> 66" 36" �,� � i <br /> �-- 1 <br /> -{=-- ��-z� —�{' :!� �,. -�F -{�- ��� �I- . , <br /> S�ismic Cri#eri� �Brn lvis Fraene C�epYh Prame Height #Diagenals BearY�Length Frarne Type <br /> Ss=1,q45,Fa=1 __ 5 q1}(� 330.0 in 6 102 in Double Row � ,� <br /> Cornponent Descripkion S7'qE85 I <br /> Column Fy=55 ksi Hannibal IF3012-3x3x12ga P=6150 Ib,M=23(354 in-Ib 0,71-OK � <br /> Column&Backer To Level 1 Hannibai IF3012-1514,3�c3x12ga/3x1-5/nxl4ga p=7688 Ib,M=38407 in-Ib p.77-OK <br /> Beam Fy=55 ksi HhIH 33160/3.375"Face x 0.06"thk Lu=}.Q2 in Capacity:31�}7 Ib/pr 0,95-OK <br /> Beam Connector Fy=55 ksi Lvl 1;4 pin OK Mconn-23734 in-Ib Mcap=3].729 in-Ib OJ5-QK � <br /> Brace-Horizontal Fy=55 ksi Hannibal 1-1/2x1-i./2xF6ga 0.36-OK }` <br /> Brace-Diagonal Fy=55 ksi Hannibal 1-1/2x1-1/2x16ga 0.53-OK � <br /> Base Plate Fy=3o ksi 8x8x0.5 Fixity=8000 in-lb 0.62-OK <br /> Anchor 4 per Base 0.5"x 3.25"Embed HILTI KB lZ ESR 19ll Inspection Reqd(Net Seismic Upiift=6029 Ib) 0.992-OK ' <br /> Siab&Soil 6"thk x 350Q psi slab on grade. 1000 psf Soil Bearing P�essure 0.92-OK ; <br /> Leve1 Load** Story Force Story Force CAlumn Column Conn. Beam � <br /> Per Ledel B�am 5pcg Brace Transv Lone�it, A�cia! Marteant Moment Cannector <br /> 1 3,004 Ib 66.0 in 36.0 in 167 Ib 100 Ib 7,688 Ib 3H,407 "i� 23,734 "# 4 pin OK � <br /> i <br /> 2 3,000 Ib 66,0 in 48.0 in 335 Ib 200 Ib 6,150 ib 23,059 "# 17,207 "# 3 pin OK � <br /> 3 3;000 Ib 60.0 in 48.0�n 502 ib 299 Ib 4,613 Ib 19,7&0 "� 14,32fi "�F 3 pin OK j <br /> 4 3,000 Ib 66.0 in 60.0 in 669 Ib 399!b 3,075 Ib 14,820 "� 10,29� "# 3�nin OK � <br /> 5 3,000 I{� 66.0 in 60.0 in 8371b 499 Ib , 1,538!b 8,234 °� 5,104 "# � pi��K � <br /> 60,0 in � <br /> I <br /> i , <br /> ;� <br /> � <br /> d <br /> � <br /> ' � <br /> i <br /> �'�*Load defined as product weight per pair of beams TotaL' 2,5101b 1,497 Ib I '� <br /> Nates PROVIDE 3 H D R/S i <br /> I <br /> '.i <br /> i�� <br /> 'I <br /> l <br /> � <br /> � <br /> MAJESTIC GLOVE=IYPC I.xls Page � of ) �t I/2�4/20 t 8 I <br /> I <br />