Hi Everyone, I am confused about how to calculate the minimum reserve factor against yielding and fatigue in an I-beam clamped at both ends. I have calculated the maximum bending stress from it's deflection due to a load in the middle of the beam, and I know the cross-sectional area of the I-beam. Is it now possible to calculate the reserve factors?(adsbygoogle = window.adsbygoogle || []).push({});

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# Calculating minimum reserve factor in an I-beam

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