![]() Capacities of reinforced concrete masonry determined by the strength design method are included in Strength Design of Concrete Masonry Walls for Axial Load and Flexure, TEK 14-11B (ref.3). as we know a z x 0.707 so we need to multiply the leg length as (1/2 x 0.707 0.3535 inches) times the length (10 inches) times 2 welds. ![]() To get A (effective area of the weld), first, we need to convert the leg length to the throat size. ![]()
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