It really depends on what you are asking the geogrid to do! What kind of application is this? Is it one where geogrid panels really do need to be spliced end to end such as in a landfill application, or is it one where the bodkin was specified mainly to showcase the "high junction strength" of Tensar geogrids (most other applications) which isn't really all that much of an asset when you take potential stress cracking at the junctions into consideration.
Versaengine had a good suggestion, just don't forget shear; remember to consider creep, etc. on the bodkin material as well.
D. Bruce Nothdurft, MSCE, PE, PG, M.ASCE, etc, etc,...
Principal Engineer/Geologist
Atlantic Geoscience & Engineering
Charlotte, NC