Slope deflections method analysis of beam

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fonseh
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Homework Statement


why we need to consider 2 conditions , the beam curve downwards ( as in 11-3) and beam curve upwards ( as in 11-4) ?
What's the difference between 2 cases ?

I notice that in both cases , the author assume clockwise as positive
here are the 3 consecutive pages of notes

Homework Equations

The Attempt at a Solution


I think the second cases where the curve curve upwards is unnecessary because we can see that the curve curve downwards (U shape) in the first photos .
 
Attachments
  • Textbook page section 11.2 Slope-Deflection Equations with a small diagram of a continuous beam span AB under a distributed load and point load P, showing end moments MAB and MBA, rotations θA and θB, and settlement Δ with cord angle ψ, plus a clockwise positive sign convention note.
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  • Textbook figure 11-3 with two panels: (a) a real beam with end moments MAB and MBA and a dashed deflected curve, and (b) a conjugate beam with a triangular load and end shear V'A = θA.
    10.jpg
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  • Fig. 11-4: beam AB with end moments M_AB and M_BA shown at ends A and B, and a dashed curve showing the member chord rotating and the deflected shape of the beam over span length L.
    11.jpg
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why for the relative linear dispalcement , we just have to consider one scenario only , namely consider the case where the member B is displaced relative to A ? Why we don't have to consider the case where the member A is displaced relative to B ?
 
Can someone explain it ?
Or we need to consider 2 cases ( where the curve curve upwards and curve downwards) because it is a must to do so ? The beam will curve like this one if we superimpose 2 graph ? The red part represent the shape of graph , while the black line represent the beam
 
Attachments
  • Hand-drawn red curve in an S-shape above and below a horizontal black line, crossing it near the middle, representing a deflected beam shape.
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