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Calculation: RTU Analysis 7_16 (1-3 ) <br />Unit Anchorage to Structure - Design and Analysis: <br />Ty' Direction Loading <br />(Overturnin about the X-X Axis) <br />Wind Loading: <br />Seismic Loading: <br />FY: 300.744 lb @ 1.917 ft above top of curb <br />FY: 126.9 <br />lb a 2.556 ft above top of curb <br />At Unit to Sleeper Connection: <br />At Unit to Curb Connection: <br />OTM: 576.4 lb-ft <br />OTM: <br />324.3 lb-ft <br />Resist. OTM: 386.5 lb-ft <br />Resist. OTM: <br />386.5 lb-ft <br />Tension: 93.27 lb (ASD, LC 0.6D+0.6W) <br />Tension: <br />16.08 lb (ASD, LC 0.6D+0.7E) <br />Compression: 251.1 lb (ASD, LC 1.OD+0.6W) <br />Compression: <br />210.3 lb (ASD, LC 1.OD+0.7E) <br />At Sleeper to Structure Connection: <br />At Curb to Structure Connection: <br />OTM: 576.4 lb-ft <br />OTM: <br />324.3 lb-ft <br />Resist. OTM: 386.5 lb-ft <br />Resist. OTM: <br />386.5 lb-ft <br />Tension: 93.27 lb (ASD, LC 0.6D+0.6W) <br />Tension: <br />16.08 lb (ASD, LC 0.6D+0.7E) <br />Compression: 251.1 lb (ASD, LC I.OD+0.6W) <br />Compression: <br />210.3 Ib (ASD, LC 1.OD+0.7E) <br />Unit Connection to Curb: (Worst Case <br />Try: SDS25212 Heavy -Duty Simpson Screw <br />Tallow: 255 lb <br />Eff. Tension Fasteners: ( 2) <br />-> 46.64 lb/fastener 0.183 OK <br />Vallow: 190 lb <br />Eff. Shear Fasteners: ( 2) <br />-> 90.22 lb/fastener 0.475 OK <br />Unity Check: 0.658 OK <br />Curb Connection to Structure: (Worst Case) <br />Try: 1/2" Dia x 7" Long Lag Screw <br />Eff. Tension Fasteners: ( 2) <br />-> 46.64 lb/fastener 0.056 OK <br />Tallow: 832 lb <br />Eff. Shear Fasteners: ( 2) <br />-> 90.22 lb/fastener 0.276 Oh <br />Vallow: 327 lb <br />Unity Check: 0.332 OK <br />'Fx' Direction Loading <br />(Overturning about the Y-Y Axis) <br />Wind Loading: <br />Seismic Loading: <br />F,: 277.001 lb @ 1.917 ft above top of curb <br />F%: 126.9 lb @ 2.556 ft above top of curb <br />At Unit to Sleeper Connection: <br />At Unit to Curb Connection: <br />OTM: 530.9 lb-ft <br />OTM: <br />324.3 lb-ft <br />Resist. OTM: 419.6 lb-ft <br />Resist. OTM: <br />419.6 lb-ft <br />Tension: 75.29 lb (ASD, LC 0.6D+0.6W) <br />Tension: <br />9.941 lb (ASD, LC 0.6D+0.7E) <br />Compression: 233.1 lb (ASD, LC I.OD+0.6W) <br />Compression: <br />204.2 lb (ASD, LC I.OD+0.7E <br />At Sleeper to Structure Connection: <br />At Curb to Structure Connection: <br />OTM: 530.9 lb-ft <br />OTM: <br />324.3 lb-ft <br />Resist. OTM: 419.6 lb-ft <br />Resist. OTM: <br />419.6 lb-ft <br />Tension: 75.29 lb (ASD, LC 0.6D+0.6W) <br />Tension: <br />9.941 lb (ASD, LC 0.6D+0.7E) <br />Compression: 233.1 lb (ASD, LC 1.OD+0.6W) <br />Compression: <br />204.2 lb (ASD, LC 1.OD+0.7E) <br />Unit Connection to Curb: (Worst Case <br />Try: SDS25212 Heavv-Duty Simpson ScreNN <br />Tallow: 255 lb <br />Eff. Tension Fasteners: ( 2) <br />-> 37.65 lb/fastener 0.148 OK <br />Vallow: 190 lb <br />Eff. Shear Fasteners: ( 2) <br />-> 83.1 lb/fastener 0.437 0 K <br />Unity Check: 0.585 Oh <br />Curb Connection to Structure: (Worst Case) <br />Try: 1/2" Dia x 7" Long Lag Screw <br />Eff. Tension Fasteners: ( 2) <br />-> 37.65 lb/fastener 0.045 Oh <br />Tallow: 932 lb <br />Eff. Shear Fasteners: ( 2) <br />-> 83.1 lb/fastener 0.254 OK <br />Vallow: 327 lb <br />Unity Check: 0.299 Oh <br />13228 NE 20th St., Suite 100, Bellevue, WA 98005 1 (425) 614-0949 <br />Project: Starbucks - Broadway & 1 Oth Pg. No: RTU -2 <br />Address: 1010 N Broadway, Everett, WA 98201 Date: 3/19/2024 <br />Client: Graphite Design Group Job No.: 24084 <br />