Hi,
I have modeled a tie rod subjected to the following three load cases:
1) Self Weight
2) Tension Load
3) Moment at ends of rod
I am interested to find the deflection of the tie rod. After creating a repeat load case (#11) consisting of load case #1, #2, and #3, I have realized that the deflection values are the same as a repeat load case (#101) with load case #1 and #3 without tension load in the analysis. The results seem to be incorrect as having a tension load should correct the deflection in the tie rod. (Please visit the site to view this file)I have tried adding a p-delta command in the analysis, but the results did not change. Can you please point me in the right direction?
Thanks,