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Continuous beam formula in Italian. 1
- Thread starter tony1851
- Start date
canwesteng
Structural
I don't speak Italian, but I don't think you've included enough information for this to matter. I would guess they mean the end reactions calculated as if there were two simple span beams instead of one contiuous one. You could check this against the standard formulas for continuous beams over stiff supports.
going from the formulas for the Ti's, looks like the A,B's are the simple span end reactions combined with the reactions caused by the interior moment, MI:
A1 = simple span reaction at the left end of the first span
B1 = simple span reaction at the right end of the first span
A2 = simple span reaction at the left end of the second span
B2 = simple span reaction at the right end of the second span
Open Source Structural Applications:
A1 = simple span reaction at the left end of the first span
B1 = simple span reaction at the right end of the first span
A2 = simple span reaction at the left end of the second span
B2 = simple span reaction at the right end of the second span
Open Source Structural Applications:
- Thread starter
- #5
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1
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original book : "Stahl im hochbau" - Verlag Stahleisen - Dusseldorf - 1969 (but 1st edition 1935)
my copy (word by word translation in Italian) : "L'acciaio nelle costruzioni" - ediz. Cremonese - 1973 (out of print - few copies available on line)
PS : I already did (for my personal use) the digitalization of formulas for beams and frames. I can post if no problems with copyright : let me know
my copy (word by word translation in Italian) : "L'acciaio nelle costruzioni" - ediz. Cremonese - 1973 (out of print - few copies available on line)
PS : I already did (for my personal use) the digitalization of formulas for beams and frames. I can post if no problems with copyright : let me know
![[wink]](/data/assets/smilies/wink.gif "[wink] [wink]")
paraphrasing from a fav movie of mine.)- Status
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