What is the practical process of eliminating BCC/JS failure?  

What is the reinforcement output of ETABs? is it minimum or it is based on the Code provided in the modelling? Why i always get 1% reinforcement in columns while i design.

Hi, Titus is my name. I plan to start construction of apartments in an area where the water table is just 0.5m from ground level. How should I make my foundation water proof since its the main part of a building? Any references ...Read more

Help please! Is it a valid practice to assign end release in concrete beams so that the adjacent column takes less moment resulting in less rebar percentage? If yes, will there be any change in design of beam-column junction?    

What is the reinforcement output of ETABs? is it minimum or it is based on the Code provided in the modelling? Why i always get 1% reinforcement in columns while i design.

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Help please! Is it a valid practice to assign end release in concrete beams so that the adjacent column takes less moment resulting in less rebar percentage? If yes, will there be any change in design of beam-column junction?