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Structural <br /> Engineering & Design Inc. <br /> 1815 Wright Ave La Verne. CA 91750 Tel Telm 909.596.1351 Fax• 909 596 7186 <br /> By: NIHAL Project: NORTHWEST PUMP Project#: <br /> Configuration&Summary:TYPE C <br /> *RA CK COL UMNREACTIONS <br /> ASD LOADS <br /> 72" 42" AXIAL OL= 150lb <br /> AXIAL LL= 6,000/b <br /> SEISMICAXIAL Ps=+/- 5,029 lb <br /> 192 24„ 54" BASEMOMENT= 8,000 in-lb <br /> It— + <br /> 192 <br /> 30" 36" <br /> 42" 36" <br /> I' I' I' I' <br /> 120"�f I` 44" �f <br /> Seismic Criteria #Bm Lvls Frame Depth I Frame Heightl #Diagonals I Beam Length I Frame Type <br /> Ss=1.376, Fa=1.2 4 44 in 192.0 in 4 120 in Single Row <br /> Component Description STRESS <br /> Column F =55 ksi SPCRK FH-20/3x3x14ga P=6150 lb, M=16629 in-lb 0.72-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 0.66-OK <br /> Beam Connector Fy=55 ksi Lvl 1: 3 pin OK Mconn=11114 in-lb Mcap=12691 in-lb 0.88-OK <br /> Brace-Horizontal F =55 ksi Sperack 1-1/2xl-1/4xl4ga 0.38-OK <br /> Brace-Diagonal F =55 ksi Sperack 1-1/24-1/444ga 0.77-OK <br /> Base Plate Fy=36 ksi 8x8x0.375 F Fixity=8000 in-lb 0.51-OK <br /> Anchor 4 per Base 0.5"x 2.5" Embed HILTI TZ2 ESR 4266 Inspection Reqd(Net Seismic Uplift=2636 lb) 0.325-OK <br /> Slab&Soil 5"thk x 2500 psi slab on grade. 750 psf Soil Bearing Pressure 0.65-01( <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 3,000 lb 42.0 in 36.0 in 255 Ib 140 Ib 6,150 lb 16,629 "# 11,114 "# 3 pin OK <br /> 2 3,000 lb 30.0 in 36.0 in 437 Ib 241 Ib 4,613 lb 8,420 "# 7,147 "# 3 pin OK <br /> 3 3,000 lb 24.0 In 54.0 in 583 Ib 321 Ib 3,075 lb 5,293 "# 7,736 "# 3 pin OK <br /> 4 3,000 lb 72.0 in 42.0 in 1,020 lb 561 Ib 1,538 lb 10,103 "# 5,883 "# 3 pin OK <br /> **Load defined as product weight per pair of beams Total: 2,295 lb 1,263 lb <br /> Notes <br /> TYPE C Page 5 Of 7/2/2024 <br />