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shear stress eqn |
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| Jul26-06, 05:30 AM | #1 |
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shear stress eqn
http://www.savefiles.net/d/ieiwoixnjfw.html
Can anybody pls write for me the shear stress eqn using singularities or heaviside function in which i have attach the in the file above pls help thanx |
| Jul26-06, 08:52 PM | #2 |
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This is the homework help, not the do your homework forum.
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| Jul27-06, 10:24 PM | #3 |
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Recognitions:
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Looks like standard procedure to me?, on what exactly are you stuck?
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| Jul28-06, 03:45 AM | #4 |
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shear stress eqn
the equation for the middle part where the joint forces between the upper and lower force.Should i write 2q<x-l>^0 or any others??
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| Jul28-06, 06:09 AM | #5 |
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Taking downward direction as a positive direction, the load density function should be
[tex]q(x)=q_{0}-q_{0}(x-l)^0-q_{0}(x-l)^0=q_{0}-2q_{0}(x-l)^0[/tex] Note that the [tex]q_{0}[/tex] is contributed by the upper distributed force, the first [tex]q_{0}(x-l)^0[/tex] is to diminish the effect of [tex]q_{0}[/tex] at position along the beam [tex]x=l[/tex] while the second [tex]q_{0}(x-l)^0[/tex] is the lower distributed force that acting in an upward direction, which means the negative direction here by convention. Then, proceed to find [tex]V(x)[/tex] and [tex]M(x)[/tex]. Finally, draw the shear and moment diagrams. |
| Jul28-06, 06:30 AM | #6 |
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ok.........thanx
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