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PLAXIS 2D_Reinforcement steel bars

PLAXIS 2D_Reinforcement steel bars

PLAXIS 2D_Reinforcement steel bars

(OP)
Hello!
I've started using PLAXIS 2D and I have a question: how can I model reinforcement bars into an elastic section? This bars are designed mostly for shear stress. Can I use plates or this approximation could lead to wrong results?
I hope that someone help me!!

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