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13-452-015T F: CyWO87D7.06 P oj eot ----'�--�—�- //�> (/��/ MUnnber. Date- September 10.2OO2 oy� _ __ Sheet of Reinforc�dCnncre�/y�aaonryVymU per 1898AC| F||�ne08� V«�|deaig0da� ---- 5:0 Section 23 ' Working Stress Design- 7.625 in. ��4O��/ suJ8m inches ovm the loaded face SoppnFtCundWm/� Pinned Too and Bottom Output: Allowable Stresses: VVa/ O�87 . 1,00 'high, u' nominal thickness CKXUwall Fv= 1.0°`TrnI-(<50 Psi) = Cells Groutedat40'uc. Fa=0,25°y',[1 (hY1 = h'=132in r=2.833in Wall Material Properties: h'/r=5O13 � f'm = 1,500 psi Fs= O.G°f.(<24OOOpsi) = ƒv = 60,000 psi For Load Combinations with wind or seismic loads: Em = 1.350ksi 91.64 pmi Es = 20.000 ksi 43E9 psi n 21.48 660O psi Applied Loads-. p K8 Wall Weight lba lb-in Dead Load 200 0 paf 50 Floor Live Load 240 O Roof Live Load O 0 Snow Load 0 O Lateral Loading: # LO@U Load Load Start Load Eric] Condition Type Location Value �`N/.H' P.T.&1 c Location Value ft /h.ppf/b'/n 1 VV T ft pxf Z5 56 11.0 58 Geiennio Design Category-. A R=1-(hl140r)z= O�87 For Load Combinations Without wind or seismic |oad� Fv= 1.0°`TrnI-(<50 Psi) = 38.73 psi Fa=0,25°y',[1 (hY1 = 326.9 psi ' b= ".^^ / m\~2ouopsi) 495.0 psi Fs= O.G°f.(<24OOOpsi) = 24,000 psi For Load Combinations with wind or seismic loads: Fv= 1,33[1.0^J m�/<5DpaiU = 91.64 pmi F = 133[025°ƒ' [1 (hl1 = 43E9 psi 'o ''3°[".3of m\<2uuupnV] = 660O psi I - E� ��,__ Forcn . V=Wind ."--~ n = SOH -Pressure Loe8 2- p= Point Load, T=Tmpaznida}orUniform