stress in tapered beam
how to calculate stresses in tapered beam from particular location frm base , applyiing load in KN/m2 on top face?
zennaI guess it would be better if U ask your professor or some of ur colleagues (I guess U are a student) or look it up in a book in elastostatics. It's kinda hard to answer such a question online in a written form.
You are reading an archived discussion.
what is the value of magnitude- moment in support location? is this zero or not?
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