30 November 2021 5 5K Report

Hello fellow practitioners. I Have a quick question please. I am currently verifying the resistance of a column that is reinforced with different type of steel. On the edges we have a total of 12 #6 bars with a yielding stress of 275 MPa. in the center of the column we added one #18 bar with a yielding stress of 517 MPa. I tried to find the answer on the code. But it doesn't discuss how to calculate Mr when the yield stress of steel is not uniform.

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