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Slope Deflection Examples:
Fixed End Moments
For a member AB with a length L and any given load the fixed end moments are given by:
FEM3 – 2 (2• g. – 9.) FEMA – 9 – 2:9.)
Where: gs and ga are the moments of the bending moment diagrammes of the statically determinate beam about B and A respectively.
Example: Determine the fixed end moments of a beam with a point load.
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