I am trying to work out induced compressive stress in a member from a dynamic load (a dropped member) using a formula taken from strength of materials, Case and Chilver second edition - 22.6 (rod struck by a moving mass). Has anyone ever worked through the example? Its part of an overall problem...
I am checking a temporary works scheme and I am looking for help resolving a particular element.
The scheme consists of a 3 sided sheet pile wall (11m back face and 10m long side walls) with earth support at toe and a single waling level. My issue is that the waling is part of a bracing system...
