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response2000
response2000
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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