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Structural <br />Engineering & Design Inc. <br />R:IMMIliCIRLN!M- R. ; . <br />Project:By: NIHAL <br />Configuration & Summary: TYPE 4 SELECTIVE RACK <br />46" <br />20" <br />20" <br />216" 20" <br />20" <br />16" <br />8,. <br />� <br />24" <br />r <br />/ <br />24" <br />30" <br />/ <br />\ <br />216" <br />30" <br />I <br />/ <br />30" <br />301, <br />34" <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />Approved <br />FOR PERMIT ISSUANCE <br />Date: <br />**RACK COLUMN REACTIONS <br />ASD LOADS <br />AXIAL DL= 210lb <br />AXIAL LL= 2,450lb <br />SEISMICAXIAL Ps=+/- 1,5561b <br />BASE MOMENT= 5, 000 in -lb <br />96" -- J— 42" 4 +- 42" 4' <br />Seismic Criteria # Bm Lvls Frame Depth Frame Height #Diagonals Beam Length Frame Type <br />Ss=1.268, Fa=1.2 7 42 In 216.0 in 7 96 in <br />Component <br />Description <br />STRESS <br />Column <br />F =55 ksi <br />Mecalux U82 <br />P=2280 lb, M=1593 in -IF <br />0.11-OK <br />Column & Backer <br />None <br />None <br />None <br />N/A <br />Beam <br />F =55 ksi <br />Mecalux U817 3.125" x 2.5" x 15 ga <br />I Lu=96 in <br />Capacity: 2949 Ib/pr <br />0.24-OK <br />Beam Connector <br />Fy=55 ksi <br />Lvl 2: 3 pin OK I Mconn=1640 in -lb <br />Mcap=17768 in -lb <br />0.09-OK <br />Brace -Horizontal <br />Fy=50 ksi <br />Mclx U515 Sgl 1.97x1.38x16ga(U80) <br />0.23-OK <br />Brace -Diagonal <br />Fy=50 ksi <br />Mclx U515 Sgl 1.97x1,38x16ga(U80) <br />0.94-OK <br />Base Plate <br />Fy=36 ksi <br />7x5x0.375 I Fixity= 506 in -lb <br />0.33-OK <br />Anchor <br />2 per Base <br />0.5" x 2.5" Embed HILTI TZ2 ESR 4266 Inspection Reqd (Net Seismic Uplift=532 lb) <br />0.192-OK <br />Slab & Soil <br />5" thk x 2500 psi slab on grade. 500 psf Soil Bearing Pressure <br />0.29-OK <br />Level <br />Load** <br />Per Level <br />Beam Spcg <br />Brace <br />I Story Force <br />Transv j <br />Story Force <br />Longit. <br />Column <br />Axial <br />Column <br />Moment <br />Conn. <br />Moment <br />Beam <br />Connector <br />1 700 lb 8.0 in 34.0 in 16 lb 7 lb 2,660 lb 507 "# 1,155 "# 3 pin OK <br />ivv w <br />iv.v [it <br />au.v m <br />It/ w <br />LD ID <br />L,Ltiu ID <br />1,Sy3 ••# <br />1,b40 "# <br />3 pin OK <br />3 700 lb <br />20.0 in <br />30.0 in <br />86 lb <br />37 lb <br />1,900 lb <br />1,890 "# <br />1,678 "# <br />3 pin OK <br />4 700 Ib <br />20.0 in <br />30.0 in <br />126 lb <br />54 lb <br />1,520 lb <br />1,703 "# <br />1,518 "# <br />3 pin OK <br />5 700 lb <br />20.0 in <br />30.0 in <br />165 lb <br />71 lb <br />1,140 lb <br />1,432 "# <br />1,299 "# <br />3 pin OK <br />6 700 lb <br />20.0 in <br />24.0 in <br />204 lb <br />88 lb <br />760 lb <br />1,076 "# <br />1,309 "# <br />3 pin OK <br />7 700 lb <br />46.0 In <br />24.0 in <br />295 lb <br />127 lb <br />380 lb <br />1,462 "# <br />932 "# <br />3 pin OK <br />** Load defined as product weight per pair of beams Total: 939 lb 405 lb <br />Notes <br />TYPE 4 rvd Page' I of 1 10/15/2025 <br />