good day..for architectural reasons, discontinuous cantilever beam (K25) coming out of S08 column and discontinuous cantilever beam (K35) coming out of S11 column were made... consoles are 150 cm (balcony floor). In addition, the K35 beam was studded...no deflection problem was encountered...my questions..1)can it be designed in this way? (continuous cantilever beam) 2) What should be the precautions to be taken if it is to be done:? 3) will there be a problem in the future:?