Resistant moment for piles
Resistant moment for piles
(OP)
Hi, most of my work is related to geotechnical engineering, so I would like to hear the opinion from the structural side about the differences between crack moment and ultimate moment resistance parameters. I am evaluating precast prestressed concrete piles under lateral loading. I have been checking for lateral capacities to not to exceed the crack moment of the piles. However, just curious to know if there are any implications/considerations if I do the analysis based on the ultimate moment resistance. Thanks for your input.






RE: Resistant moment for piles
BA
RE: Resistant moment for piles
RE: Resistant moment for piles
BA
RE: Resistant moment for piles
RE: Resistant moment for piles
RE: Resistant moment for piles
RE: Resistant moment for piles
RE: Resistant moment for piles
RE: Resistant moment for piles