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1. Draw the beam-column layout sketch. Sketch the impute classification on slabs and consider the impute on the beams for the fabricate assigned.                                                                                                                      

2.Calculate the flexural rectilinearity of the components and the turn factors at the joints.                                      

3. Considering the fabricates to be unpliant jointed after a while no control and after a while the stiffening goods of the cladding due to walls, not fascinated into totality, transact segregation using Kani’s turn offering order and designate the developed instants at the supports and the mid-span. Show the detailed calculations for the instants due to turn offering for two cycles and the developed instants.

4Draw the deflected outline of the fabricate. Compute the component end forces.                                                                                                                                                                                                                

5. Sketch the instant diagrams for beams and columns and show the treasure of instants evidently.     

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