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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 1 SELECTIVE RACK <br /> ' ______. **RACK COLUMN REACTIONS <br /> I — ASD LOADS <br /> 60" 42 AXIAL DL= 113/b <br /> AXIAL LL=_4,200.. .. ._ <br /> t SEISMIC AXIAL Ps-+/- 4,259 lb <br /> 54" BASEMOMENT= 8,000 In-lb <br /> 192"' t <br /> ' <br /> 62 192" <br /> 36" <br /> t. <br /> 62" 36" <br /> I <br /> 'f 96" -I' -I 42" 4 42" 4f <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 96 in Single Row <br /> Component Description STRESS <br /> Column Fy=55 ksi SPCRK FH-20/3x3x14ga P=4313 lb,M=14302 in-lb 0.66-OK <br /> Column'&Backer None None None N/A <br /> Beam Fy=55 ksi SpaceRak SB306M 3 in x 0,06 in Lu=96 in Capacity: 2921 lb/pr 0.96-OK <br /> Beam Connector Fy=55 ksi Lvl 1: 3 pin OK Mconn=11571 in-lb Mcap=12691 In-lb 0.91-OK <br /> Brace-Horizontal Fy=55 ksi Sperack 1-1/2x1-1/4x14ga 0,24.OK <br /> Brace-Diagonal Fy=55 ksi Sperack 1-1/2x1-1/4x14ga 0.52-OK <br /> Base Plate Fy=36 ksi 8x8x0.375 Fixity=8000 in-lb 0.47-OK <br /> Anchor 4 per Base 0.5"x 3.25"Embed Powers SD2 ESR 2502 No Inspection(Net Seismic Uplift=5604 lb) 0,658=OK <br /> Slab&Soil 6"thk x 4000 psi slab on grade.750 psf Soil Bearing Pressure 0.31-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 2,800 lb 62.0 In 36,0 in 262 lb 127 lb 4,313 lb 14,302 "# 11,571 "# 3 pin OK <br /> 2 2,800 lb 62.0 in 36.0 in 525 lb 253 lb 2,875 lb 9,754 "# 8,539 "# 3 pin OK <br /> 3 2,800 lb 60.0 in 54.0 in 778 lb 376 lb 1,438 lb 5,639 "# 5,125 "# 3pin OK <br /> 42.0 in <br /> • <br /> . 1 <br /> **Load defined as product weight per pair of beams Total: 1,565 lb 756 lb <br /> Notes <br /> type 2 select-96-Terra.xl5 Page of (y 3/26/2024 <br />