fragile, breakable (Webster's)
readily or easily broken (Longman's)
Normally we are looking for ductile steels for reinforced concrete. Fragile the concrete is. Then, the high strength steels attain lower elongation over "yield" point. It is more than enough, anyway, to make noticeable any cracking that not progresses thunderously to failure. And frangible steels (as some cast irons and old irons are) are routinely specified for vertical signing posts, where it is preferred the sign be ejected by the impact than hammering the vehicle in whipping action.
So ... except that someone has wanted to signal that the steel standing in the footings is not ductile, it would be a funny note, because most would put such class of steel or HS steel directly, instead.