Design of Column for 6 Storey Building

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I think the lapping is less than h/3 what is this ?

doolmedia
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I thought bending the hookup of the rings to be more than ninety degrees for more strength of the column!!!

bonfaceomukara
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Leaping size is same so it may looze strength

damodardamu
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All the main bars lapping are same level and all the hooks are just 90 degree.

MMURUGAN
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Not staggered, splicing is same level, ,

wguimtv
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Bruh ik this is from Bangladesh but spell story properly

billahmutasim
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bruh looks like that bendy building people take pictures on from of in europe

edge-rps
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Why are the Ties not bent. As per my knowledge they should be bent between 90° and 135 °. 135° bends are considered the best for providing structural stability especially when you consider long term affects / wear & tear / Environmental affects.

SushilMadhukarAdhikari-kfdl
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Those steel needs to be half-set before to make splicing more uniform

rohancampbell
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Lapping in confining zone that is not acceptable.

er.rabbani
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L. Falla faltan ganchos en los estribos algo muy importante

danilosalazar
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Sir hamara g+1 ghar ban Raha hai
Ground floor pe Saare column 9*14 ke hain

Hum first floor pe ek 10*10 room ke ek column ka size 9*9 karna chahte Hain kya ye sahi hai

artistry
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Leaping in critical zone laping should be at mid column .. Laping should should be 48(D).... Joggles 😂

naumanqazi
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overlaps are not alternate And also not provide zoggle

erprakashchand
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Joint overlapping not correctly done. It has not been bent.

nurulahad
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Improper splicing zone and must be stagerred

aldweensali
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Title should be “The not so good design of column”..😂

chrisrylle
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Column is not in the safe lap zone area

entertainmentlifeforyou.
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রডের জয়েন্ট সব এক জায়গায় কেন, এটি মারাত্মক ক্ষতি হতে পারে বিল্ডিংয়ের জন্য

khaledmasud
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Not according to IS 13920:1993, Lap zone is not allowed at that location, hook should be 135' bend with 10d projection.

Anne-tqzq