Thank you for answering, I can get the pile moment from Lpile but what about the pile moment capacity? which restrained consideration is appropriate to determine the max bending capactiy of the pile, fixed? is the cero moment region the region where I can consider the pile fixed? Or if someone...
For a steel driven pile, I would like to check the bending strength when subjected to lateral loads. I've seen that the pile is considered a cantilever beam and the effective length factor is taken as K=2.1 which complies with the assumption. The point of fixity is assumed to be 1 ft from ground...
