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I <br /> Structural <br /> j 9 <br /> En ineerin & Design Inc. <br /> 9 g <br /> 1815 WdghL&VQ_.L&Ve[0e, CA 91750 Tel Telo 9QU.596,1351 Faxs 909,596.7186 <br /> By: NIHAL Project: NORTHWEST PUMP Project#: <br /> Configuration&Summary:TYPE B <br /> **RACK COLUMN REACTIONS <br /> 42" <br /> ASD LOADS <br /> AXIAL DL= 75/b <br /> T <br /> AXIAL LL= 4,0001b <br /> 54" SEISMICAXIAL Ps=+/- 3,404/b <br /> BASE MOMENT= 2,0001n-lb <br /> 192" 192" <br /> 36" <br /> 82" <br /> ], 36" <br /> I,, T I' IJ <br /> 120"�f +— 44" �f <br /> Seismic Criteria #Bm Lvls Frame Depth I Frame Heightl #Diagonals I Beam Length Frame Type <br /> Ss=1.376, Fa=1.2 2 44 in 192.0 in 1 4 120 in Single Row <br /> Component Description STRESS <br /> Column Fy=55 ksi SPCRK FH-35/3x3xllga P=4075 lb, M=33708 in-Ib 0.88-OK <br /> Column&Backer None None None N/A <br /> Beam F =55 ksi SpaceRak SB466M 4.625 in x 0.06 in Lu=120 in Capacity:4516 Ib/pr 0.89-01K <br /> Beam Connector Fy=55 ksi Lvl 1: 3 pin OK Mconn=18052 in-lb Mcap=19706 in-lb 0.92-OK <br /> Brace-Horizontal F =55 ksj Sperack 1-1/2x1-1/4xl4ga 0.25-OK <br /> Brace-Diagonal F =55 ksi Sperack 1-1/2xl-1/4xl4ga 0.51-01K <br /> Base Plate Fy=36 ksi 8x5x3/8 Fixity= 2000 in-lb 0.46-01K <br /> Anchor 2 per Base 0.5"x 2.5" Embed HILTI TZ2 ESR 4266 Inspection Reqd(Net Seismic Uplift=2860 lb) 0.7-01K <br /> Slab&Soil 5"thk x 2500 psi slab on grade. 750 psf Soil Bearing Pressure 0.67-01K <br /> Level Load** Story Force Story Force Column Column Conn. Beam <br /> Per Level I Beam Spcg Brace I Transv Longit. Axial Moment Moment Connector <br /> 1 4,000 lb 82.0 in 36.0 in 550 lb 328 lb 4,075 lb 33,708 "# 18,052 "# 3 pin OK <br /> 2 4,000 lb 62.0 in 36.0 in 966 lb 576 lb 2,038 lb 8,928 "# 6,254 "# 3 pin OK <br /> 54.0 in <br /> 42.0 in <br /> I <br /> **Load defined as product weight per pair of beams Total: 1,516 lb 904 lb <br /> Notes <br /> TYPE 15 Page I v' of 7/2/2024 <br />