Laserfiche WebLink
Structural <br />Engineering & Design Inc. <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />Approved <br />FOR PERMIT ISSUANCE <br />y y•o 9 96.7136 <br />By: NIHAL Project: THE DOT PRINTER oject #: 0421-7 <br />Configuration & Summary: TYPE 5 SELECTIVE RACK Date: <br />� **RACKCOLI REACTIONS <br />56" 2 /� <br />ASD LOADS <br />f <br />24" AXIAL DL= 120lb <br />I— <br />/ \ AXIAL LL= 2,600 lb <br />30" SEISMIC AXIAL Ps=-r-/- 2,091 lb <br />216" 56 � / BASE MOMENT= 0 In -lb <br />I 216" 30„ \ <br />96" —� <br />Seismic Criteria # Bm Lvls Frame D <br />Ss=1.268, Fa=1.2 4 1 42 in <br />AIL 42" 4 J— 42" 4 <br />Frame Height # Diagonals Beam Le <br />216.0 in 7 �— 96 in <br />Frame <br />-- �� - <br />Column <br />FyNon ksi <br />uescription <br />Mecalux U82 P=2040 lb, M=5587 in-Ib <br />STRESS <br />Column &Backer <br />Non e <br />None <br />0.21-OK <br />Beam <br />Fy=55 ksi <br />None <br />Mecalux U817 3.125" x 2.5" x 15 ga I in Capacity: 2949 Ib/pr <br />N/A <br />0.44-OK <br />Beam Connector <br />Fy=55 ksi <br />1 2: 3 pin OK Mconn=4344 in -lb Mcap=17768 in -lb <br />0.24-01( <br />Brace -Horizontal <br />Fy=50 ksi <br />I U515 Sgl 1.97x1.38xl6ga(U80) <br />Brace -Diagonal <br />F -50 ksi <br />Y- <br />Mclx U515 Sgl 1.97x1.38x16ga(U80) <br />0.23-OK <br />Base Plate <br />Fy=36 ksi <br />7x5x0.375 Fixity= 0 in-Ib <br />0.95-0K <br />0.27-OK <br />Anchor <br />2 per Base <br />0.5" x 2.5" Embed HILTI TZ2 ESR 4266 Inspection Reqd (Net Seismic Uplift=1588 lb) <br />0.417-1 <br />Slab & Soil <br />5" thk x 2500 psi slab on grade. 500 psf Soil Bearing Pressure <br />Level Load** <br />JPerLevellBeam <br />Story Force Story Force Column Column Conn. <br />0.36 OK <br />Beam <br />Spcg <br />Brace Transv Longit. Axial Moment Moment <br />Connector <br />1 1,300 lb <br />2 <br />8.0 in <br />34.0 in 21 lb 9 lb 2,720 lb 1,020 "# 3,093 "# <br />3 pin OK <br />1,300 lb <br />56.0 in <br />30.0 in 164 lb 71 lb 2,040 lb 5,587 "# 4,344 "# <br />3 pin OK <br />3 1,300 lb <br />56.0 in <br />30.0 in 308 lb 133 lb 1,360 lb 4,593 "# 3,344 "# <br />3 pin OK <br />4 1,300 lb <br />56.0 in <br />30.0 in 452 lb 195 lb 680 lb 2,731 "# 1,736 "# <br />3 pin OK <br />30.0 in <br />24.0 in <br />24.0 in <br />** Load defined as product weight per pair of beams Total: 944 lb 408 lb <br />TYPE 5 rvd Page /:� of ) r 10/15/2025 <br />