It is important not to jump to quick conclusions and start replacing downstand or upstand beam with hidden beam. Hidden beam is used for slab with span greater than 6m to distribute positive moment to the regular perpendicular beams. With large span comes large deflection in the midst of the slab panel and having a hidden beam there I believe this will prevent any excessive deflection. I hope you can get into the WHY and help clarify those situations. Thanks.
please explain why we need top bars to counter positive bending moment? i think we would need only bottom bars for positive bending moment and not a beam
It is important not to jump to quick conclusions and start replacing downstand or upstand beam with hidden beam. Hidden beam is used for slab with span greater than 6m to distribute positive moment to the regular perpendicular beams. With large span comes large deflection in the midst of the slab panel and having a hidden beam there I believe this will prevent any excessive deflection. I hope you can get into the WHY and help clarify those situations. Thanks.
thank you... please create more..
kindly make video on full design of 4 storey building using IS codes
If the length is less than 20ft then where we need hideen beam or not?
Upto what length, we should not provide hidden beam?
200mm = 7.87 inches though
enjoy your content very useful info.
please explain why we need top bars to counter positive bending moment?
i think we would need only bottom bars for positive bending moment and not a beam
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Vande Mataram. Bharat Mata ki jai.
125 mm is size of slab.. And hidden beam depth 200mm..? How it is possible..
100mm or 200mm
100mm
Steel size