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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 14.60 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 ksi 0 0.00 ft 0.0 kips HDU4 4565 4x4 0.114 Fc⊥625 psi 0 HDU5 5645 4x4 0.115 Shrinkage 0.033 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 50000 HSS5x5x1/4 N/S 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 B.4 - R-B.4.1 39.6 NA 39.6 3046 150 2566 4249 -HDU5 5645 0.45 4x4 -6x6 13751 0.31 18906 0.22 D - R-D.1 73.0 NA 73.0 4424 150 3825 5927 -HDU4 4565 0.84 4x4 -6x6 13751 0.43 18906 0.31 B - R-B.1 10.4 NA 10.4 9961 280 9852 -WSWH18x14 15890 ------- B - R-B.2 10.4 NA 10.4 9961 280 9852 -WSWH18x14 15890 ------- F - R-F.1 29.3 NA 29.3 3904 300 3321 5369 -HDU4 4565 0.73 4x4 -6x6 13751 0.39 18906 0.28 - - - - - - - - - - - - - - - - - - - - - - - - - - - D/C tension Manual Post Size Min Post Size for HDU Line + ID Wall Above Calculated Hold Down Manual HD Selection Calculated Post Size City of LA project?No Cypress Fire Station 23005.10 CHP/JS 5/13/24 81