h_w = ft Walls t_w = in. W_x = W_y = ft ft Rebars in vertical direction: 3 4 5 6 7 8 9 10 @ in. Horizontal rebars at midpoint (X): 3 4 5 6 7 8 9 10 @ in. Horizontal rebars at edge (X): 3 4 5 6 7 8 9 10 @ in. Horizontal rebars at midpoint (Y): 3 4 5 6 7 8 9 10 @ in. Horizontal rebars at edge (Y): 3 4 5 6 7 8 9 10 @ in. M_wv = kips-ft/ft Max. Internal forces in Walls: Horizontal Rebars at Outside # # # # #

Internal forces in Walls (Horizontal Direction): M_wxm = M_wxe = M_wym = M_wye = C_wxm = C_wxe = C_wym = C_wye = Case 2, Inside Empty, Outside with Soil kips-ft/ft kips-ft/ft kips-ft/ft kips-ft/ft kips/ft kips/ft kips/ft kips/ft kips/ft V_w = C_vw = kips/ft

Internal forces in Walls (Horizontal Direction): M_wxm = kips-ft/ft M_wxe = M_wym = M_wye = kips/ft T_wxm = T_wxe = T_wym = T_wye = Case 1, Inside with Full Water, Outside without Soil kips-ft/ft kips-ft/ft kips-ft/ft kips/ft kips/ft kips/ft V_w = kips/ft T_vw = kips/ft

Bottom Slab in. ft L_x = L_y = Rebars at top in X direction: ft @ t_s = 3 4 5 6 7 8 9 10 Rebars at bottom in X direction: 3 4 5 6 7 8 9 10 @ Rebars at top in Y direction: 3 4 5 6 7 8 9 10 @ Rebars at bottom in Y direction: 3 4 5 6 7 8 9 10 @ kips-ft/ft M_sxm = M_sxe = kips-ft/ft M_sym = kips-ft/ft M_sye = kips-ft/ft in. in. in. in. Internal forces in Slab: V_s = kips/ft # # # #

Others in. psf q = c = f^'_c = f_y = ksi ksi a_L = h_a = ft n_v = q_s = psi kips/ft q_e = k₀ =

Layers of Soil kips / ft³ g = Layer i = ft h_s = 1 2 3 4 5