Contineus Beam Reinforcement Mistakes | Basic Knowledge for Civil Engineering | #Shorts #Building

Contineus Beam Reinforcement Mistakes | Basic Knowledge for Civil Engineering | #Shorts #Building

๐—˜๐—ฎ๐—ฟ๐˜๐—ต๐—พ๐˜‚๐—ฎ๐—ธ๐—ฒ ๐—ช๐—ถ๐—น๐—น ๐—™๐—”๐—œ๐—Ÿ ๐—ฌ๐—ผ๐˜‚๐—ฟ ๐—•๐—ฒ๐—ฎ๐—บ ๐—œ๐—ณ ๐—ฌ๐—ผ๐˜‚ ๐—œ๐—ด๐—ป๐—ผ๐—ฟ๐—ฒ ๐—ง๐—ต๐—ถ๐˜€ ๐—˜๐—ค ๐——๐—ฒ๐˜๐—ฎ๐—ถ๐—น! โš ๏ธ๐ŸŒ๐Ÿ’ฅ In seismic zones, this common beam continuity mistake can cause catastrophic collapse! ๐Ÿ˜ฑ ๐Ÿ‘‰ ๐—ช๐—ต๐˜† ๐˜๐—ต๐—ฒ ๐—œ๐—ก๐—–๐—ข๐—ฅ๐—ฅ๐—˜๐—–๐—ง ๐—ฑ๐—ฒ๐˜๐—ฎ๐—ถ๐—น ๐—ถ๐˜€ ๐—ฑ๐—ฎ๐—ป๐—ด๐—ฒ๐—ฟ๐—ผ๐˜‚๐˜€ ๐—ถ๐—ป ๐—ฒ๐—ฎ๐—ฟ๐˜๐—ต๐—พ๐˜‚๐—ฎ๐—ธ๐—ฒ๐˜€? ๐Ÿ‘‰ ๐—›๐—ผ๐˜„ ๐˜๐—ผ ๐—บ๐—ฎ๐—ธ๐—ฒ ๐—ถ๐˜ ๐—–๐—ข๐—ฅ๐—ฅ๐—˜๐—–๐—ง & ๐˜€๐—ฒ๐—ถ๐˜€๐—บ๐—ถ๐—ฐ-๐˜€๐—ฎ๐—ณ๐—ฒ? ๐Ÿ‘‰ ๐—ง๐—ต๐—ฒ ๐˜€๐—ฒ๐—ฐ๐—ฟ๐—ฒ๐˜ ๐˜๐—ผ ๐—ฑ๐˜‚๐—ฐ๐˜๐—ถ๐—น๐—ถ๐˜๐˜† & ๐—ป๐—ผ ๐—ต๐—ถ๐—ป๐—ด๐—ฒ ๐—ณ๐—ฎ๐—ถ๐—น๐˜‚๐—ฟ๐—ฒ! ๐Ÿ›ก๏ธ ๐—ž๐—ฒ๐˜† ๐—ฃ๐—ผ๐—ถ๐—ป๐˜๐˜€ ๐—ฌ๐—ผ๐˜‚โ€™๐—น๐—น ๐—Ÿ๐—ฒ๐—ฎ๐—ฟ๐—ป: โ€ข Continuous top bars โ‰ฅ ยผ area at column face ๐Ÿ“ โ€ข Anchorage A = L/3 on each side + full Ld โšก โ€ข Extra stirrups & close spacing (d/4 or 100mm) in critical zones ๐Ÿ”’ โ€ข Prevents brittle failure, cracking & excessive deflection ๐Ÿšซ โ€ข Ensures moment continuity & meets earthquake codes โœ… Civil & structural engineers โ€“ SAVE this if you design in EQ zones! ๐Ÿ‘ทโ€โ™‚๏ธ #EarthquakeEngineering #SeismicDesign #ContinuousBeam #BeamDetailing #RCCBeam #StructuralEngineering #EarthquakeSafety #Ductility #CivilEngineering #RebarDetailing #AvoidFailure #EQZones #EngineeringShorts Watch till end & comment โ€œEARTHQUAKEโ€ if this opened your eyes! ๐Ÿ‘‡ Double tap if this just made your building safer โค๏ธ