Are there any detailed formulae for the design of a c-frame with regard to stress analysis, deflection at various points on the c-frame? Prefer a non-FEA approach. I have so far used a combination of curved beam analysis and beam analysis. Actual resulting deflection figures are too far off from those calculated.
Red Flag Submitted
Thank you for helping keep Eng-Tips Forums free from inappropriate posts. The Eng-Tips staff will check this out and take appropriate action.
Reply To This Thread
Posting in the Eng-Tips forums is a member-only feature.
As product development becomes increasingly complex and dynamic, itâ€™s necessary for traditional engineering practices, processes, tools and mindsets to adapt and take advantage of new possibilities. Download Now
As a leading manufacturer of equipment in industries ranging from aerospace to shipping, and with 34,000 employees on six continents, Kawasaki Heavy Industries (KHI) has a remarkably large business. Download Now