WHY DO WE PROVIDE DEVELOPEMENT LENGTH AND EXTRA BARS AT TOP
Answer Posted / muqdad jawad jafar
negative moment normally require providing extra additional
bar at the top of horizontal concrete casted members that
often positioned within the area supported by column/wall.
the top extra length should exceed the inflection point
between negative and posetive moment.
Is This Answer Correct ? | 36 Yes | 3 No |
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