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Structural <br /> Engineering & Design I nc. <br /> 1815 Wright Ave La Verne GA 91750 Tel:QQ9,596,1351 Fax7 909.596,Z186 <br /> By: NIHAL Project: NORTHWEST PUMP Project#: <br /> Configuration&Summary:TYPE A <br /> **RACK COLUMN REACTIONS <br /> T 42„ ASD LOADS <br /> AXIAL OL= 75lb <br /> 138 AXIAL LL= 2,000lb <br /> 54" SEISMICAXIAL Ps=+/- 1,192lb <br /> BASEMOMENT= 0ln-lb <br /> 192" 192"" + <br /> 36" <br /> 54" <br /> 3`6I" <br /> I' T I' I` <br /> 96" �f T 44" 'f <br /> Seismic Criteria #Bm Lvls Frame Depth Frame Height #Diagonals Beam Length Frame Type <br /> Ss=1.376, Fa=1.2 2 44 in 192.0 in 4 96 in Single Row <br /> Component Description STRESS <br /> Column Fy=55 ksi SPCRK FH-20/3x3xl4ga P=2075 lb, M=14204 in-lb 0.48-OK <br /> Column&Backer None None None N/A <br /> Beam F =55 ksi SpaceRak SB376M 3.75 in x 0.06 in Lu=96 in Capacity:4410 Ib/pr 0.91-OK <br /> Beam Connector F =55 ksi Lvl 1: 3 pin OK Mconn=8707 In-lb Mcap=12691 in-lb 0.69-OK <br /> Brace-Horizontal F =55 ksi Sperack 1-1/2xl-1/4xl4ga 0.13-OK <br /> Brace-Diagonal Fy=55 ksi Sperack 1-1/2xl-1/4xl4ga 0.26-OK <br /> Base Plate Fy=36 ksi 8x5x3/8 Fixity=0 in-lb 0.21-OK <br /> Anchor 2 per Base 0.5"x 2.5"Embed HILTI TZ2 ESR 4266 Inspection Reqd(Net Seismic Uplift=566 lb) 0.425-OK <br /> Slab&Soil 5"thk x 2500 psi slab on grade. 750 psf Soil Bearing Pressure 0.27-OK <br /> Level Load** Story Force Story Force Column Column Conn. Beam <br /> Per Level Beam Spcg Brace I Transv Longit. Axial Moment Moment Connector <br /> 1 4,000 lb 54.0 in 36.0 in 710 lb 508 lb 2,075 lb 14,204 "# 8,707 "# 3 pin OK <br /> 2 0 lb 138.0 in 36.0 in 69 lb 49 lb 38 lb 1,697 "# 594 "# 3 pin OK <br /> 54.0 in <br /> 42.0 in <br /> I <br /> **Load defined as product welght per pair of beams Total: 779 lb 557 lb <br /> Notes <br /> NO LOAD @ TOP LEVEL <br /> TYPE A Page of 2 0 7/2/2024 <br />