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

When a column is fixed at both ends corresponding to Euler's criterion load is

If $$'YY'$$ is the centroidal axis of a $$T$$-beam section, subjected to plastic moment, $${M_P},$$ the neutral axis lies