The force in the member $$DE$$ of the truss shown in the fig. 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

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

The degree of Kinematic Indeterminacy of the rigid frame with clamped ends at $$A$$ and $$D$$ shown in the fig. is