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  • Users: Sam R
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  1. Sam R

    Beam Deflection Question

    Hi all, I've been working through some designs at work, and I came across a condition of loading where I was unsure of the way to calculate actual deflection. I had 3 unequal point loads, unevenly spaced. For example: l = 10ft P1 = 1kip x1 = 1ft P2 = 2kip x2 = 3ft P3 = 1.5kip x3 = 7ft At...

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