1. Analyse the frame shown in below by slope deflection method. Draw deflection
method. Draw BMD and SFD.
2. Analyse the Irane shown in below by slope deflection method. Draw BMD and
SFD.
NOTE:
Indeterminate Structures/Statically IndeterminateStructures/ Kedundant
Structures
A structure which cannot be analysed with the use of equations of equilibrium or equilibrium
Sometimes it is also called as hyper static structure.
equations only 1s called indeterminate/statically indeterminate/redundant structure.
Along with the basic equilibrium equations, some extra conditions are required to be used
like compatibility conditions of deformations etc., to get the unknown reactions for drawing
bending moment and shear force diagrams.
Examples: Fixed beams, continuous beams, propped cantilever beams, fixed arches, two
hinged arches, multi-storeyed frames etc.
