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Structural <br /> ngineering & Design I Inc. <br /> 1815 Wright Ave La Verne, CA 91750 Tel: 909.596,1351 Fax: 909,596.7186 <br /> By: Bob S Project: Fast Signs Project#:24-0917-16 <br /> Configuration &Summary:TYPE A SELECTIVE RACK <br /> **RACK COL UMN REACTIONS <br /> 58 222 ASD LOADS <br /> 54" AXIAL DL= 75 lb <br /> AXIAL LL— 8 500/b <br /> 58" " SEISMICAXIAL Ps=d-/- 9,591/b <br /> BASE MOMENT= 8,000/n-lb <br /> 336" 58-, 336" <br /> 54" <br /> 58" <br /> 3� <br /> 58" 3�fi \, <br /> f 108" + I` 48" - I 48" <br /> Seismic Criteria #Bm Lvls Frame Depth I Frame Heightl # Diagonals I Beam Length Frame Type <br /> Ss=1.25, Fa=1.2 5 48 in 336.0 In 7 108 in Single Row <br /> Component Description STRESS <br /> Column Fy=55 ksi SPCRK FH-30/3x3xl2ga P=8575 lb, M=20985 In-lb 0.81-OK <br /> Column&Backer None None None N/A <br /> Beam F =55 ksi SpaceRak SB376M 3.75 in x 0,06 in Lu=108 in Capacity: 3577 Ib/pr 0.95-OK <br /> Beam Connector F =55 ksi LA 1: 3 pin OK Mconn=15598 in-lb Mcap=17768 In-lb 0.88-OK <br /> Brace-Horizontal Fy=55 ksi Sperack 1-1/2xl-1/4x14ga 0,57-OK <br /> Brace-Diagonal Fy=55 ksl Sperack 1-1/2xl-1/4xl4ga 1-OK <br /> Base Plate Fy=36 ksi 8x48x0.375 Fixity= 8000 in-lb 0.93-OK <br /> Anchor 4 per Base 0.5"x 3.25"Embed HIM Kwlk Bolt TZ2 ESR 4266 Inspection Reqd(Net Seismic Uplift=5552 lb) 0.708-OK <br /> Slab&Soil 6"thk x 4000 psi slab on grade, 750 psf Soil Bearing Pressure 0.99-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 3,400 lb 58.0 in 36.0 in 192 lb 70 lb 8,575 lb 20,985 "# 15,598 "# 3 pin OK <br /> 2 3,400 lb 58.0 in 36.0 in 385 lb 141 lb 6,860 lb 14,264 "# 12,533 "# 3 pin OK <br /> 3 3,400 lb 58.0 In 54.0 In 577 lb 211 lb 5,145 lb 12,226 "# 10,750 "# 3 pin OK <br /> 4 3,400 lb 58.0 in 54.0 in 769 lb 281 lb 3,430 lb 9,170 "# 8,254 "# 3 pin OK <br /> 5 3,400 lb 58.0 in 54.0 In 962 lb 351 lb 1,715 lb 5,094 "# 5,044 "# 3 pin OK <br /> 54.0 in <br /> 24.0 in <br /> I <br /> **Load defined as product weight per pair of beams Total: 2,885 lb 1,054 lb <br /> Notes <br /> type a select-fast;signs.xts Page '� Of 9/18/2024 <br />