Recent content by FK123

I have calculated the load at plastic hinge i.e 440KN and the load at yield is 293.3KN when i do nonlinear analysis it shows the maximum load of 306KN. why does not the software runs till 440KN since 440 is ultimate load where plastic hinge will be created? the graph below shows the maximum...

thankyou

Thankyou Length of beam=1000mm Width of beam=100mm height of beam=100mm Ultimate load = 8* Plastic Moment/ length where Plastic moment = Yield stress * plastic section modulus I was supposed to do non linear analysis of beam. so i have used the von mises model to define the beam material...

i have made a beam with both ends fixed. when I apply load at center then the ultimate load will be 8Mp/L=8fyz/L which came to be 440KN My question is how to calculate the load at which beam starts yielding? I have used E=200000N/mm2 and initial yield strength=220N/mm2

hi everyone, I am new member of this group. I have done BE civil Engineering. And now i am doing Masters in Structural Engineering.