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Structural <br />Engineering & Design Inc. <br />By: NIHAL <br />Ave La Verne CA 1750 <br />Project: THE DOT PRINTER <br />Configuration & Summary: TYPE 6 SELECTIVE RACK <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />Approved <br />FOR PERMIT ISSUANCE <br />lxe6tA: W-r)-.0421-7 I <br />Date: <br />**RACK CQL MV REACTIONS_ <br />ASO LOADS <br />AXIAL DL= 60lb <br />AXIAL LL= 2,500lb <br />SEISMIC AXIAL Ps= t/- 2,223 lb <br />BASE MOMENT= 0 in -lb <br />42" 4 ,I`- 42" 4 <br />Seismic Criteria # Bm Lvls Frarne Depth Frame Height # Diagonals Beam Length Frame Type <br />Ss=1.268, Fa=1.2 2 42 In 216.0 in 1 7 I 96 in <br />Component <br />__� Description <br />STRESS <br />Column <br />Fy=55 ksi <br />Mecalux 882 <br />P=2560 Ib, M=23579 in -lb <br />0.69-OK <br />Column & Backer <br />None <br />_ None <br />None <br />N/A <br />Beam <br />Beam Connector <br />Fy=55 I<si <br />Fy=55 ksi <br />Mecalux U817 3.125" x 2.5" x 15 ga Lu=96 in <br />LA 2: 3 pin O <br />:::K:__T Mconn=601.0 in -lb <br />Capacity: 2949 Ib/pr <br />Mcap=17768 in -lb <br />0.85-OK <br />0.34 OK <br />Brace -Horizontal <br />Fy=50 ksi <br />Mclx U515 Sgl 1.97x1.38x16ga(U80) <br />0.22-OK <br />Brace -Diagonal <br />Fy=50 ksi <br />Mclx U515 Sgl 1.97x1.38x16ga(U80) <br />0.88-OK <br />Base Plate <br />Fy=36 ksi <br />7x5x0.375 Fixity= 0 in -lb <br />0.27-OK <br />Anchor <br />Slab & Soil <br />2 per Base 0.5" x 2.5" Embed HILTI TZ2 ESR 4266 Inspection Reqd (Net Seismic Uplift=2112 lb) <br />5" thk x 2500 psi slab on grade. 500 psf Soil Bearing Pressure <br />0.5-OK <br />0.44-OK <br />Level <br />Load** <br />Per Level <br />Beam Spcg <br />Brace <br />Story Force <br />I Transv <br />Story Force <br />Longit. <br />Column <br />Axial <br />Column <br />Moment <br />Conn. <br />Moment <br />Beam <br />Connector <br />1 2,500 ib 76.0 in 34.0 in 253 lb 186 lb 2,560 lb 23,579 "# 14,262 "# 3 pin OK <br />lu l,Zrw ID iz,ubu # 6,010 "# 3 pin OK <br />30.0 in <br />30.0 in <br />30.0 in <br />24.0 in <br />24.0 in <br />** Load defined as product weight per pair of beams Total: 880 Ih F,4r,, Ih <br />Notes <br />TYPE 6 rvd Page I tof I r 10/15/2025 <br />