Question

Design a simply supported, fully grouted, reinforced bearing wall subjected to eccentric axial loads of 500 lb dead and 250 lb live load per foot of plan length, combined with an out-of-plane wind load of 25 lb/ft2. All loads are unfactored. The axial-load eccentricity is 2.5 in., and the story height is 10 ft. Assume a specified compressive strength of masonry of 2000 lb/in.2. Use nominal 8-in. concrete masonry units and the self-weight from Table 5.6 in the textbook online (81 lb/ft2 for fully grouted units). Use the following load conditions.a)Considering gravity loads only, check the existing design for compliance with the TMS design code.b)Repeat with wind loads and gravity loads.

Answer 1