Hello thank you for this useful presentation. Why didn't you take into account the cracking of the concrete?
@iananthonyasilo52556 жыл бұрын
If your model contains lateral loads, should you still use compression only spring? Or would you use surface linear spring?
@roycetan80275 жыл бұрын
Hi sir, why the sign convention of soil pressure is negative? in midas gen does it indicate compression for soil pressure? or direction of soil pressure downward?
@carlosalazar50864 жыл бұрын
Same question here
@HamzaHamza-uj6ox7 жыл бұрын
Sir is there free structural analysis and design software that i can use because i dont want to use crack version of softwares