MIECZ
Thank you very much for your valuable suggestion, my RISA model did show the tension (Fx and Fy), just as you said, I provide additonal steel to resist this tension, Thank you again.
Jen.
Hi, all
I am doing a design of concrete tank, I am confused about the plate force result and the plate corner force result in Risa 3D model.If I just want to decide the wall thickness and wall flexural reinforcement based on the shear and moment, which result I should to look at it? I am...