I think this is not correct. No need to subtract anything.. Apply the load and wait 10 sec. remove the load and find out the hardness directly. That s it.. Pls don't follow this.
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If it was a steel pipe round edge instead of a beam?What would be the formula for the inertia? I am asking about the handrail second moment of inertia and the deflection formula
Sorry to say but u need more practice before explaining to others I thought u were going to calculate deflection value both theoritical and practical and compare them. The formulas u are showing are already available on the internet but u should shows us theoritical and practical value to make us understand. M/I=¶/y Where is this relation used ? Sorry to say but to be true Too badly explained. 😔 😔
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