Slope Deflection Method - Frame with Support Settlement Example

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In this question we solve a basic frame's reactions and SFD/BMD using the slope deflection method. Single support settlement.

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In a beam problem I had with singularity functions, one of the compatibility equations was that the Moment of a support is zero... does that mean the sum of the moments is zero or that there's no moment in the reaction??

notSavant

Shouldn't it be wL^2/8 for the FEMcd? From the tables I have, wL^2/12 is when there are moments on both sides like both ends are fixed ie.

notSavant

When to use the modified slope deflection equation?

ednaacosta

If the Frame is sway but the question say "Neglect the axial deformation " then how to solve the problem (Can I consider as non-sway Frame ?)

niruda

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