625 S Cypress Ave - Plan - Laserfiche WebLink

Home Browse Search

Project: No: By: Date: Page: Wall Forces Simpson Strong-Tie HDU Holdowns General Info Le v e l Wall Height, h ρFx (ASD)Holdown Capacity (lbs) Min. Post Size. Deflect. At Allow. Load (in) - - R 15.83 ft 11.0 kips Min. HD 0 Epost 1,600 ksi G 0.00 ft 0.0 kips HDU2 3075 4x4 0.088 Ecol 29,000.0 ksi 0 0.00 ft 0.0 kips HDU4 4565 4x4 0.114 F'c⊥625 psi 0 HDU5 5645 4x4 0.115 Shrinkage 0.033495 HDU8 6970 4x4 0.116 Wall Weights HDU11 9535 4x6 0.137 Ext. 20 psf HDU14 14445 6x6 0.172 Int. 10 psf 2-HDU11 19070 6x8 0.137 Misc. 15 psf 2-HDU14 28890 6x10 0.172 Misc. 15 psf HSS5x5x1/4 76300 HSS5x5x1/4 E/W Holdown/Post Design Level R OTM (Vihi) Total OTM (Vihi) Uplift Wall Dead Load Other Dead Load Max Tension Max Comp Ft Fc Fc Fc⊥Fc⊥ k-ft k-ft lbs plf plf lbs lbs lbs lbs D/C comp lbs D/C comp 1 - R-1.1 22.3 NA 22.3 3825 320 3324 5083 -HDU4 4565 0.73 4x4 6x6 12161 0.42 18906 0.27 1 - R-1.2 18.5 NA 18.5 3894 320 3470 4956 -HDU4 4565 0.76 4x4 6x6 12161 0.41 18906 0.26 1 - R-1.3 18.5 NA 18.5 3894 320 3470 4956 -HDU4 4565 0.76 4x4 6x6 12161 0.41 18906 0.26 2 - R-2.1 80.9 NA 80.9 3854 150 3102 5743 -HDU4 4565 0.68 4x4 6x6 13751 0.42 18906 0.30 3 - R-3.1 16.6 NA 16.6 2768 320 2254 4057 -HDU4 4565 0.49 4x4 6x6 12161 0.33 18906 0.21 3 - R-3.2 13.6 NA 13.6 2819 320 2390 3896 -HDU4 4565 0.52 4x4 6x6 12161 0.32 18906 0.21 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Manual Post Size Min Post Size for HDU Line + ID Wall Above Calculated Hold Down Manual HD Selection D/C tension City of LA project?No Cypress Fire Station 23005.10 CHP/JS 5/7/24 87