Apr 5, 2017 #1 Engingguy Civil/Environmental Joined Jun 9, 2016 Messages 19 Location US In the case of a moving stream that exerts force on a dam, should the moment arm of the Fstag for overturning the wall be H/3 (as with hydraulic force) or H/2? Or something else entirely? Thanks in advance, Engingguy
In the case of a moving stream that exerts force on a dam, should the moment arm of the Fstag for overturning the wall be H/3 (as with hydraulic force) or H/2? Or something else entirely? Thanks in advance, Engingguy