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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.