Rebar Yield Strength in 1956
Rebar Yield Strength in 1956
(OP)
What was the yield strength of rebar used in buildings, in Ontario in 1956? When I started in 1964, the working strength design stress for rebar was 20 ksi, which I assume was 40% of the yield strength, although Code did not say so in terms of yield strength. If it was 40% of the yield strength, that would mean that the yield strength in 1964 was 50 ksi. I know that the grades were structural grade(33 ksi), intermediate grade (40 ksi) and hard grade (50 ksi). In the mid to late 1960's our firm started specifying and designing for 60 ksi, although engineers designing for developers had started using ultimate strength design and 60 ksi a few years earlier.
But I don't know if 50 ksi or perhaps 40 ksi was in general use in Ontario in 1956, although I suspect it was 50 ksi. Any comment?
I know that we can cut a few pieces out of the existing structure, test and do a statistical analysis to arrive at a yield strength, but is some work to do that and may still be inconclusive unless take a lot of specimens.
But I don't know if 50 ksi or perhaps 40 ksi was in general use in Ontario in 1956, although I suspect it was 50 ksi. Any comment?
I know that we can cut a few pieces out of the existing structure, test and do a statistical analysis to arrive at a yield strength, but is some work to do that and may still be inconclusive unless take a lot of specimens.






RE: Rebar Yield Strength in 1956
thread507-391764: Rebar Corrosion
This is for CRSI/US but might help for Canada.
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RE: Rebar Yield Strength in 1956
RE: Rebar Yield Strength in 1956
See thread507-256115: History of Rebar Strength
BA
RE: Rebar Yield Strength in 1956
Are you quite sure of that? After posting my question, I did some research and found that the 1956 Toronto Building Code (we have copies of various years of Toronto Building Code in our office) says that for an allowable steel stress of 20000 psi, the steel grade was hard grade. Hard grade has always been 50,000 psi yield. The 1945 Toronto Building Code also said this, as did the 1956, 1957, 1958 Toronto Building Codes. However, sometime in the 1960's the Toronto Building Code was changed to say 20,000 psi working stress was ok for intermediate grade (which would be 40000 psi yield). Since we know from our microfilm archives that this building was designed in 1956 and at least the first phase of it was built in 1957 (although we do not yet know when the later phases were built)it seems most likely that it was hard grade (50000 psi yield) steel at least in the first phase. However, to be safe, I am checking it as though it were 40,000 psi unless some tests are done. It might also be of interest to see what the NBC said around 1956...I will see if I can find that.
Thanks for your response. I always look forward to hearing from you. Your one of the people on this system who always stays on topic and has wise advice.
RE: Rebar Yield Strength in 1956
Thank you for your kind comment. I cannot say what others did at that time, but I am quite certain that, as a junior engineer in my first job in a structural design firm, I specified intermediate grade steel in 1956 in the belief that a higher strength steel was too brittle to be used as reinforcement.
BA
RE: Rebar Yield Strength in 1956
RE: Rebar Yield Strength in 1956
RE: Rebar Yield Strength in 1956
This says that:
if hard grade (50,000 psi yield) steel is used, then the allowable stress was 20,000 psi;
if intermediate grade (40,000 psi) steel is used, then the allowable stress is 18,000 psi;
if rail steel bars are used, then the allowable stress is 20,000 psi.
For those who remember working strength design, the area of steel required was
M / 1.44 d for 20,000 psi allowable
and
M / 1.29 d for 18,000 psi allowable.
where M is foot kips and d is in inches.
Some years later, the Toronto by-law was changed to say that the allowable stress was 20,000 psi for intermediate grade steel.
I do not yet know what the yield strength was for rail steel.
RE: Rebar Yield Strength in 1956