Loads analysis resultant unreasoable
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Subject: Request for Assistance: Low Axial Forces and Moments in Metal Project
Dear Autodesk Team,
I hope this email finds you well. I am writing to seek your expertise and assistance regarding a modeling issue I have encountered in a metal project.
I have successfully modeled the project; however, I have noticed that the axial forces on the elements are significantly low, despite the substantial loads applied. Similarly, the moments are also considerably lower than expected. I have made multiple attempts to identify the root cause of this problem but have been unsuccessful thus far.
Given the importance of accurate results for the success of this project, I kindly request your support in investigating and resolving this issue as soon as possible. Your insights and guidance would be invaluable in helping me understand the underlying factors contributing to the inadequate axial forces and moments.
I have attached the project files for your reference, which include the details of the structural elements and the applied loads. Any assistance or suggestions you can provide to rectify this issue would be greatly appreciated.
Thank you for your attention to this matter, and I look forward to your prompt response. Please let me know if there are any additional details or information that you require.
Best regards,
[Your Name]
[Your Contact Information]