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Re: STEEL STRESSES? IN 1900-1910 YEARS

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Tahir:

The best reference is "Iron and Steel Beams 1873 to 1952" from AISC.
Alllowable stress for steel for buildings is 16000 psi, Minimum Yield 
Point 35,000 psi. Section properties are also given. Worth every penny.

Good luck.

Joan

>TahirQ(--nospam--at)aol.com wrote:
>> 
>> STRUCTURAL ENGINEERS:
>> 
>> I am evaluating old steel framing which was built in NYC in 1900-1910 
years.
>> What would be the steel stress values to be used, any good 
references, ANY
>> HELP.
>> Thanks in advance.
>> 
>> REGARDS,
>> Tahir
>> 
>
>
>


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