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CMU 84 psf SDS (g)1.021 <br />Plaster x 2 16 psf Ie 1.00 V = CsW 707.9 plf of wall <br />Total 100 psf R 1.25 V = CsW 265.5 plf of wall <br />Section 1 ft Cs = SDS*(Ie/R)0.8168 min V 265.5 plf of wall <br />Wall height 8.67 ft Cs = 0.3SDSIe 0.3063 <br />Weight 866.67 lb min Cs 0.3063 M = Vh/2 1150 ft-lb <br />1.150 kip-ft <br />F s (G60)32 ksi 13.80 kip-in <br />factor j 0.9 As,req'd = M/(Fsjd)0.1198 in2 <br />d 4 in <br />spacing 16 in O.C.#4 rebar @ 16" O.C. vertical <br />#5 rebar @ 16" O.C. is OK <br />X= 39 in <br />Y= 18 in (XY) 1.2636 in2/ft of wall 0.196 1.568 #4 Top & Bot Continuous OK <br />Z= 12 in (YZ) 0.3888 in2/ft of wall 0.230 0.461 #5 Top & Bot at 16" O.C.OK <br />0.307 #5 <br />LOADING BASE SHEAR COEFFICIENT & BASE SHEAR <br />ACI 318-19 § 7.6.1.1 Reinforcing Limits <br />A s,min = 0.0018A g Rebar Size Per Plan <br />ASCE 7-16 Table <br />15.4-2 for <br />ground-supported <br />cantilever walls <br />Min footing steel reinf <br />requirements met. <br />2000 W Alton Ave - <br />1011190907/9/2024