-
-
January 12, 2023 at 11:56 am
Sehra Farooq
SubscriberI am trying to validate analytical formula results for a cantilever beam with ansys modal .when i take all values of formula in meter,N,and Pa and inertia in kgmm only then results match but when i take inertia in kgmeter also, the results come out either too large or very small.Where am i going wrong ?
-
January 12, 2023 at 2:00 pm
peteroznewman
SubscriberPlease show all details of your calculations and analysis results.
-
- You must be logged in to reply to this topic.

Earth Rescue – An Ansys Online Series
The climate crisis is here. But so is the human ingenuity to fight it. Earth Rescue reveals what visionary companies are doing today to engineer radical new ideas in the fight against climate change. Click here to watch the first episode.

Ansys Blog
Subscribe to the Ansys Blog to get great new content about the power of simulation delivered right to your email on a weekly basis. With content from Ansys experts, partners and customers you will learn about product development advances, thought leadership and trends and tips to better use Ansys tools. Sign up here.
- Saving & sharing of Working project files in .wbpz format
- An Unknown error occurred during solution. Check the Solver Output…..
- Understanding Force Convergence Solution Output
- Solver Pivot Warning in Beam Element Model
- Colors and Mesh Display
- How to calculate the residual stress on a coating by Vickers indentation?
- whether have the difference between using contact and target bodies
- What is the difference between bonded contact region and fixed joint
- The solver engine was unable to converge on a solution for the nonlinear problem as constrained.
- User manual
-
2564
-
2068
-
1289
-
1106
-
459
© 2023 Copyright ANSYS, Inc. All rights reserved.