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Dears Engineers. An issue has been faced during construction that a 3 feet cantilever slab(balcony) having total length of balcony 22 feet has to be extended from already poured slabs (flat slab with edge/end beams ) with no dowels left. What do you rekon for this? Do you think epoxy anchored rebars having pull out force of 11. 240 kips (50KN) with #4 dia of bar been used with slabconcrete strength of 4000 psi. Can it work ? What are your recommendation about the durability, serviceability and safety of the epoxy for the 50 years service life of building ? What alternatives do you have for such slab extension ??
