The Column Shown Is Reinforced With 12 Steel Bars Evenly Distributed At All Faces Of The Column The Yield Strength Of S 1 (60.06 KiB) Viewed 31 times
ASAAAAPuse set C (fc = 42 and rebar size = 32)
The Column Shown Is Reinforced With 12 Steel Bars Evenly Distributed At All Faces Of The Column The Yield Strength Of S 2 (20.59 KiB) Viewed 31 times
Considering bending along the strong axis of the column for tension-controlled limit, calculate the compressive force in the extreme compression reinforcement in kN.
I'll upvote right away
The column shown is reinforced with 12 steel bars evenly distributed at all faces of the column. The yield strength of steel is fy =420MPa and the distance of the centroid of the reinforcement from the face of the column is 75 mm. Use static analysis for the bending in the strong axis.
Considering bending along the strong axis of the column for tension-controlled limit, calculate the compressive force in the extreme compression reinforcement in kN.
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