Discussion on: Solution to Problem 625 | Moment Diagram by Parts
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- Inverse Trigo
- General Solution of $y' = x \, \ln x$
- engineering economics: construct the cash flow diagram
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- Maxima and minima (trapezoidal gutter)
- Special products and factoring
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- Law of cosines
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RE: Solution to Problem 625 of Strength of Materials
Moment arm of the resulting area of the 500 N load should be 10/3 and not 4/3 with respect to the point B. Thanks!
Re: RE: Solution to Problem 625 of Strength of Materials
In reply to RE: Solution to Problem 625 of Strength of Materials by cmpsnmsl
Yes you are right.