Question: Problem 2 [ 2 0 points ] Assume the sections have cracked and use the transformaed - area method to compute their flexural stresses for

Problem 2[20 points]
Assume the sections have cracked and use the transformaed-area method to compute their flexural stresses for given, Mn=60k.ft and n=8.
Problem 2 [ 2 0 points ] Assume the sections have

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