For the frame shown in the Fig. the maximum bending moment in the column is,

A propped cantilever beam of span $$'L'$$ is loaded with $$u.d.l$$ of intensity $$w$$/unit length, all through the span. Bending Moment at the fixed end is

$$M$$-$$\theta $$ relationship for a simply supported beam shown below is given by

Rotational stiffness-coefficient, $${K_{11}}$$ for the frame having two members of equal $$EI/L$$ is given by.