2525 W CASINO RD BASE FILE 2025-01-03

Calculation: RTU Analysis 7_16 {5-7} Unit Anchorage to Structure-Design and Analysis: Ty'Direction Loading(Overturning about the X-X Axis) Wind Loading: Seismic Loading: FY: 1725.6 lb @ 2.542 ft above top of curb FY: 665.8 lb @ 3.389 ft above top of curb At Unit to Curb Connection: At Unit to Curb Connection: OTM: 4386 lb-ft OTM: 2256 lb-ft Resist.OTM: 2650 lb-ft Resist.OTM: 2650 lb-ft Tension: 524.6 lb(ASD,LC 0.6D+0.6W) Tension: 90.79 lb(ASD,LC 0.6D+0.7E) Compression: 1196 lb(ASD,LC 1.OD+0.6W) Compression: 957.6 lb(ASD,LC 1.OD+0.7E) At Curb to Structure Connection: At Curb to Structure Connection: OTM: 6399 lb-ft OTM: 3033 lb-ft Resist.OTM: 2650 lb-ft Resist.OTM: 2650 lb-ft Tension: 798.1 lb(ASD,LC 0.6D+0.6W) Tension: 213.9 lb(ASD,LC 0.6D+0.7E) Compression: 1469 lb(ASD,LC 1.OD+0.6W) Compression: 1081 lb(ASD,LC 1.OD+0.7E) Unit Connection to Curb: (Worst Case) Try: #10 @ 8"o/c with 43mil material Tallow: 109 lb Eff.Tension Fasteners: (12) -> 43.72 lb/fastener 0.401 OK Vallow: 263 lb Eff.Shear Fasteners: (15) -> 67.89 lb/fastener 0.258 OK Unity Check: 0.659 OK Curb Connection to Structure: (Worst Case) Try: 1/2"dia bolts to angle below Eff.Tension Fasteners: (2) -> 399.1 lb/fastener 0.09 OK Tallow: 4,418 lb Eff.Shear Fasteners: (8) -> 129.4 lb/fastener 0.049 OK Vallow: 2,651 lb Unity Check: 0.139 OK 'Fx'Direction Loading(Overturning about the Y-Y Axis) Wind Loading: Seismic Loading: FX: 1039.3 lb @ 2.542 ft above top of curb Fx: 665.8 lb @ 3.389 ft above top of curb At Unit to Curb Connection: At Unit to Curb Connection: OTM: 2641 lb-ft OTM: 2256 lb-ft Resist.OTM: 4400 lb-ft Resist.OTM: 4400 lb-ft Tension: 144.9 lb(ASD,LC 0.6D+0.6W) Tension: N/A lb(ASD,LC 0.6D+0.7E) Compression: 816.1 lb(ASD,LC 1.OD+0.6W) Compression: 815.4 lb(ASD,LC 1.OD+0.7E) At Curb to Structure Connection: At Curb to Structure Connection: OTM: 3854 lb-ft OTM: 3033 lb-ft Resist.OTM: 4400 lb-ft Resist.OTM: 4400 lb-ft Tension: 244.1 lb(ASD,LC 0.6D+0.6W) Tension: 22.71 lb(ASD,LC 0.6D+0.7E) Compression: 915.3 lb(ASD,LC 1.OD+0.6W) Compression: 889.5 lb(ASD,LC 1.OD+0.7E) Unit Connection to Curb: (Worst Case) Try: #10 @ 8"o/c with 43mil material Tallow: 109 lb Eff.Tension Fasteners: (8) -> 19.01 lb/fastener 0.174 OK Vallow: 263 lb Eff.Shear Fasteners: (24) -> 25.98 lb/fastener 0.099 OK Unity Check: 0.273 OK Curb Connection to Structure: (Worst Case) Try: 1/2"dia bolts to angle below Eff.Tension Fasteners: (2) -> 122.1 lb/fastener 0.028 OK Tallow: 4,418 lb Eff.Shear Fasteners: (8) -> 77.95 lb/fastener 0.029 OK Vallow: 2,651 lb Unity Check: 0.057 OK 13228 NE 20th St.,Suite 100,Bellevue,WA 98005 425 614-0949 Project: Casino Road RTU Pg.No: A-6 AU E Address: 2525 Casino Rd,Everett,WA 98204 Date: 12/22/2023 Client: ACCO Engineered Systems Job No.: 23454