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Reinforcement Condition of Columns Linked by Beams
In cases where beam and column are connected, the aim is to meet the reinforcement needs in the direction parellel to the beam from the beam reinforcement. The method we set is as follows;
→ If the beam and column connected to the beam are both continuous, there is no need for reinforcement.
→ If the beam is discontinuous reinforcement parallel to beam is required.
→ Reinforcement perpendicular to beam direction is required in both conditions.
Kalan kısmı eklenecek
3) Reinforcement Length Rectangle
Reinforcement length is equal to navy blue rectangle width of desired direction.
Column Top Rebar Length
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Navy blue rectangle is drawn as follows ;
Measure the linear face to face distance of columns connected with stress lines in each directions
Distance between column face and length rectangle is equal to 0.3*measured maximum distance at selected direction
If column is located at corner or edge rebar must be extended to slab edge
Note : If slab edge is rotated, 0.3*measured maximum distance must be equal or greater than the distance from column face to slab edge.
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