Discussion on: Problem 734 | Restrained beam with uniform load over half the span
Following is a discussion on the Reviewer item titled: Problem 734 | Restrained beam with uniform load over half the span.
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Following is a discussion on the Reviewer item titled: Problem 734 | Restrained beam with uniform load over half the span.
Feel free to add your own comments!
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I don't understand this
can you explain this using superposition or double integration method??