Something I find funny and please correct me if I am wrong but...
Steel has grain boundary's which are multi-directional and the only way to see the "grain" of a steel is to polish, etch, and view under a microscope. Given that steel is a crystalline structure if it had a consistent grain in one direction, regardless of direction, it would be prone to failure. It's because the crystals are grouped in varying directions and separated by Grain Boundary's that a steel is strong in all directions.
Steel does not have wood like grain structure as implied in this thread. Which basically gives Zero value to the arguments made about it.
I might be wrong as well, but I remember reading about sampling in Charpy Impact tests and how, Grain size, Heat treatment, Specimen orientation, Specimen thickness affect results.
Unfortunately in most steel data sheets available to us there is no specifications by many manufacturers and one is left with a few questions.
Here is an article about fracture toughness and orientation:
EducationResources, Community College, Materials, Mechanical, Fracture Toughness
Orientation
The fracture toughness of a material commonly varies with grain direction. Therefore, it is customary to specify specimen and crack orientations by an ordered pair of grain direction symbols. The first letter designates the grain direction normal to the crack plane. The second letter designates the grain direction parallel to the fracture plane. For flat sections of various products, e.g., plate, extrusions, forgings, etc., in which the three grain directions are designated (L) longitudinal, (T) transverse, and (S) short transverse, the six principal fracture path directions are: L-T, L-S, T-L, T-S, S-L and S-T.
From the book:
Metallurgy of Steel for Bladesmiths & Others who Heat Treat and Forge Steel - By John D. Verhoeven (2005)
On Page 53
"The orientations of two Charpy impact bars are also shown.
Notice that in the transverse bar the elongated inclusions will run parallel to the base of
the V-notch while in the longitudinal bars they will run at right angles to the base of the
V-notch. Brittle failure occurs by cracks being opened up by the triaxial stresses
generated at the base of the V-notch. Now consider the
effects of the elongated inclusions. When the inclusions
lie parallel to the V-notch baseit is possible to have an
inclusion lying along the entire base of the V-notch. But
when the inclusions lie at rightangles to the base of the
V-notch an inclusion will pass the base of the notch at
only one point. Hence, the inclusions will enhance crack
formation much more effectively for the transverse bar
orientations where they lie parallel to the base of the V-
notch. Charpy data on rolled sheet containing
elongated sulfide inclusions give impact energies of
around 44 ft-lbs for longitudinal bars and only 15 ftlbs for transverse bars. The data provide dramatic
evidence illustrating how elongated inclusions
reduce the transverse toughness of wrought steels."
Another that seems to discuss orientation:
Suranaree University of Technology
Longitudinal (B)
shows the
best energy absorption because
the crack propagation is across
the fibre alignment.
Transverse (C)
gives the worst
energy absorption because the
crack propagates parallel to the
rolling direction