Murphy86
Civil/Environmental
- May 17, 2012
- 1
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!!
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!!