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Project: <br /> No: <br />By: <br />Date: Page: <br />E/W SEISMIC ρ VALUE E/W Weak Story Check <br />ASCE 7-16 Section 12.3.4.2 SDPWS Section 4.1.8 <br />Level <br />R 18.5704 - <br />ρ req'd =1.0 --- <br />Use ρ =1.0 --- <br />Level R Wall Design <br />Total <br />Seismic <br />Wall <br />Length, L <br />Wall <br />Height, <br />Hw <br />Ga Bending Shear ∆a Total Cumulative <br />Total <br />lbs ft ft in in in in in <br />1 - R-1.1 1394 6.33 16.00 2.53 13% 1.0 17 0.034 0.296 0.270 0.60 <br />1 - R-1.2 1156 5.25 16.00 3.05 11% 1.0 17 0.041 0.296 0.320 0.66 <br />1 - R-1.3 1156 5.25 16.00 3.05 11% 1.0 17 0.041 0.296 0.232 0.57 <br />2 - R-2.1 5396 21.50 15.00 0.70 wall ok 1.0 17 0.009 0.316 0.065 0.39 <br />3 - R-3.1 1038 6.50 16.00 2.46 9% 1.0 14 0.024 0.261 0.181 0.47 <br />3 - R-3.2 851 5.33 16.00 3.00 8% 1.0 14 0.029 0.261 0.238 0.53 <br />100% <br />ρ <br />Story Strength <br />(Kips) <br />ρ = 1.0 if shear walls with height/ width ratios greater than 1.0 do not <br />have more than 33% of the overall story shear for stories that resist > <br />35%. <br />Deflection Calculations <br />Redundancy Factor Check <br />Cypress Fire Station <br />23005.10 <br />CHP/JS <br />5/7/24 <br />% of F <br />Wall Line <br /> - <br />Wall ID <br />H/L <br />86