Question: For the section given in Exercise 1 , calculate the elastic limit moment capacity, plastic limit moment capacity and section shape factor assuming that the

For the section given in Exercise 1, calculate the elastic limit moment capacity, plastic limit moment capacity and section shape factor assuming that the axial load is equal to 30 tons. Assume that x is equal to 11cm and Y is equal to 30cm. Also, assume that the yield stress is 2400kgcm2.
For the section given in Exercise 1 , calculate

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