I am trying to verify the adequacy of (and min depth of) a 2' diameter drill shaft to anchor a tapered metal light pole with 300 lb of lights & bracket mounted atop pole at 50 ft above ground level. THe pole manfacturer has a chart showing adequacy of pole to suppot up to 332 lb and 16.6 sf of...
I am an EIT and am wondering whether the LRFD Equations which add "safety factors" to dead, live, wind, and other typical loads are generally used in determining the critical loadings for temporary structures (Bridge Falsework, Pile Cap Forms, temporary retaining walls, and the like)...
I have a xerox copy of parts of a chart for lateral pressures due to a Coopers E80 Train Load. However, the owner requires a temporary shoring system (soldier pile wall) to be designed using a Coopers E90 Train Load. Could some one please point me to where I can find these charts?
