A cantilever beam curved in plan and subjected to lateral loads will develop at any section

The fixed end moment of a uniform beam of span $$l$$ fixed at the ends, subjected to a central point load $$P$$ is

For a given shear force across a symmetrical $${\rm I}$$-section, the intensity of shear is maximum at

A beam fixed at the ends and subjected to lateral loads only is statically indeterminate and the degree of indeterminacy is