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Structural <br /> Engineering & Design I nc. <br /> 1815 Wriaht Ave La Verne. A 917 0 Tel: 0 6 13 1 Fax' 90Q,596,7186 <br /> By: NIHAL Project: NORTHWEST PUMP Project#: <br /> Configuration&Summary:TYPE D ID1T <br /> -- **RACK COLUMN REACTIONS <br /> ASO LOADS <br /> 42" AXIAL DL= 75lb <br /> 72" AXIAL LL= 4,0001b <br /> SEISMIC AXIAL Ps=+/- 3,879 lb <br /> 54" BASEMOMENT= 8,000/n-lb <br /> 192" 192" <br /> 36" <br /> 96" <br /> 36" <br /> I' T <br /> + 120"�r 44" 4 <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=25620 in-lb 0.86-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-OK <br /> Beam Connector Fy=55 ksl Lvl 1: 3 pin OK Mconn=14994 in-lb Mcap=19706 in-lb 0.76-01K <br /> Brace-Horizontal F =55 ksi Sperack 1-1/2x1-1/4xl4ga 0.25-OK <br /> Brace-Diagonal F =55 ksi Sperack 1-1/2xl-1/4xl4ga 0.51-OK <br /> Base Plate Fy=36 ksi 8x8x0.375 Fixity=8000 in-lb 0.4-01K <br /> Anchor 4 per Base 0.5"x 2.5" Embed HILTI TZ2 ESR 4266 Inspection Reqd(Net Seismic Uplift=3472 lb) 0.833-01K <br /> Slab&Soil 5"thk x 2500 psi slab on grade.750 psf Soil Bearing Pressure 0.72-01K <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 4,000 lb 96.0 in 36.0 in 551 lb 263 lb 4,075 lb 25,620 "# 14,994 "# 3 pin OK <br /> 2 4,000 lb 72.0 in 36.0 in 965 lb 460 lb 2,038 lb 8,282 "# 6,028 V 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 723 lb <br /> Notes <br /> TYPE D Page I of Z 7/2/2024 <br />