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• <br /> w . Structural <br /> Engineering & Design Inc. <br /> 1815 Wright Ave La Verne, CA 91750 Tel: 909.596.1351 Fax:.909.596.7186 <br /> By: Bob S Project: Terra Power Project#:24-0325-11 <br /> Configuration&Summary:TYPE:2 SELECT.IVE RACK <br /> - *RACKCOLL/MN REAC/IONS <br /> I ASD LOADS <br /> , <br /> 60" 42 AXIAL DL= 113/b <br /> � <br /> — A fWLZL= 4,S007b-- --- <br /> . SEISMIC AXIAL Ps=f/- 4,8331b <br /> 54 SASE.MOMENT= 8,000 in-lb <br /> 192' ' <br /> 62" 192" t . - <br /> 36" <br /> 62„ . 36„ <br /> -I' 48" "I' 42" -I -I— 42" - <br /> Seismic Criteria #Bm Lvls Frame Depth Frame Height #Diagonals Beam Length Frame Type <br /> Ss=1.337,Fa=1,2 3 42 in 192.0 In 4 48 In Single Row <br /> Component Description STRESS <br /> Column Fy=55 ksi SPCRK FH-20/3x3x14ga P=4913 Ib,M=17370 in-lb 0.8-OK <br /> Column&Backer None None None N/A <br /> Beam Fy=55 ksi SpaceRak SB306M 3 in x 0.06 in Lu=48 in Capacity:6232 lb/pr 0.51-OK <br /> Beam Connector Fy=55 ksi Lvl 1: 3 pin OK Mconn=11092 in-lb Mcap=12691 in-lb 0.87-OK <br /> Brace-Horizontal Fy=55 ksi Sperack 1-1/2x1-1/4x14ga 0,27-OK. <br /> Brace-Diagonal Fy=55 ksi Sperack 1-1/2x1-1/4x14ga 0.59-OK <br /> Base Plate Fy=36 ksi 8x8x0.375 Fixity=8000 in-lb 0.51-OK <br /> Anchor 4 per Base 0.5"x 3.25"Embed Powers SD2 ESR 2502 No Inspection(Net Seismic Uplift=6388 lb) 0.758-OK <br /> Slab&Soil 6"thk x 4000 psi slab on grade.750 psf Soil Bearing Pressure 0.38-OK <br /> Level Load** Story Force Story Force Column Column Conn. Beam <br /> Per Level Beam Spcg Brace Transv Longit. Axial Moment Moment Connector <br /> 1 3,200 lb 62.0 in 36.0 in 298 lb 144 lb 4,913 lb 17,370 "# 11,092 "# 3 pin OK <br /> 2 3,200 lb 62.0 In 36.0 in 597 lb 288 lb 3,275 lb 11,096 "# 7,258 "# 3 pin OK <br /> 3 3,200 lb 60,0 in 54.0 in 885 lb 428 lb 1,638 lb 6,416 "# 3,375 "# .3 pin OK <br /> 42.0 in <br /> **Load defined as product weight per pair of beams Total: 1,780 lb 860 lb <br /> Notes <br /> type I select-48-Terra.xl5 Page E/l of !/ 3/26/2024 <br />