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?
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What is the practical process of eliminating BCC/JS failure?
What is the practical process of eliminating BCC & JS failure? How to increase column capacity than the capacity of the beam. ?
What is the practical process of eliminating BCC & JS failure? How to increase column capacity than the capacity of the beam. ?
As’salamualaikum Sir, I wanted to know if the long term and short term deflection of Slab needs to be checked at serviceability condition or design condition. I mean, do we need to use the stiffness modifiers of Serviceability condition for ...Read more
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How to model curved IBR sheeting in Advance steel and load it in the database?
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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