Without running non linear analysis, is there anyway to evaluate where the plastic hinge is going to be under EQ? I have a run elastic analysis and can see that not only the core wall cracks but also some other walls crack as well. Should I consider these cracked walls as plastic hinge as well...
Client wants to use precast core wall so I model them normally in ETABS. But the shear is too much so I end up using joints instead of cast in plate but client is not happy with this.
So, as I test, I build two random 40mx25m x 10 story building models with one model walls normally while...
Hello.
Does anyone know how to design steel beam in trosion to AS4100.
After getting the warping moment & pure torsion. How do I applied these actions to check the capacity? Any examples? Thank you.
