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psagar (Mechanical) (OP)
16 Dec 99 23:41
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.
Anthonyr (Mechanical)
28 Dec 99 15:32
Possible references are "Formulas for Stress and Strain by Roark" and "Advanced Mechanics of Materials by Seely and Smith".

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