I don't think you will find this. It isn't listed in the ASM Handbook series, nor MIL-HDBK-5, nor at the Carpenter Internet site.
This is a simple test to perform, so you can obtain the information yourself at minimal cost.
You can always use the relationship:
[τ] = 0.6 [·] [σ]
where
[τ] is the shear strength
[σ] is the tensile strength
This is rooted in the ductile failure criteria (Tresca, von Mises), but less precise due to variable strain hardening in tension vs. shear, plus higher scatter in fracture vs. yielding.
Regards,
Cory
Please see FAQ731-376 for tips on how to make the best use of Eng-Tips Fora.