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A cantilever slab 200 mm thick is 1.715m long, and it is supporting a blockwork load at 1.0m from the fixed end. Design the slab using the data given below; Purpose of building – Residential f ck = 25 Mpa f yk = 460 Mpa Concrete cover = 25 mm Height of block wall = 2.75 m Unit weight of concrete = 25 kN/m 3 Unit weight of block with
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