2) (15 pts) An annealed high-Gobon steel has a elastic liner stoin hardening response ay C2088 T=211, 400 € Mpa, E < 0.0
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2) (15 pts) An annealed high-Gobon steel has a elastic liner stoin hardening response ay C2088 T=211, 400 € Mpa, E < 0.0
2) (15 pts) An annealed high-Gobon steel has a elastic liner stoin hardening response ay C2088 T=211, 400 € Mpa, E < 0.001195 (elastic stress-strain) C = 232.4 +16,900 € Mpo, E >0.001195 (inebesthe stress stroom a) what is the yielding stress Y? b) consider the pin joint startore. Each member has Section 645 mm². A load of P = 170 kN is applied. what is the axial force for each member? c) Compute the deflection u. area 1.som! 1 B P 1.80 m 2.40m
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