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Response2000

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serhatk

serhatk

Structural
Jul 10, 2007
4
Anybody faimiliar with Response2000. I need to get a theoretical load-disp curve for a simply supported reinforced concrete T beam loaded monotonically in the middle with a point load. The values i obtain are much lower than what i got from the test results. Do I need to multiply the results obtained by 2 as the program comutes for half of the beam. Load-strain diagrams are fine. Thanks for the prospective replies in advance.
 
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