Extracted text: Use Allowable Stress Design (ASD) method and check the adequacy of a simply supported unreinforced bearing wall subjected to eccentric axial service loads of 700 lb dead load and 300 Ib live load per foot of plan length, combined with out-of-plane wind load of 30 Ib/ft?. The axial-load eccentricity is 3 in., and the story height is 12 ft. Assume a specified compressive strength of masonry of 2500 lb/in? and Type S PCL mortar. Assume nominal 10 in. CMU wall ungrouted, face shell bedded, with concrete density of 115 pcf.