2. Determine vertical displacement at D sand rotation at B. The frame members have a 10 cm x 10 cm square corss- section. Modulus of elasticity of the material is 200 GPa, 1 kN,m 100 N/m A 2 m C 2 m 6 m

I do not understand these, please explain each one and the differences:Conjugate-beam method, double integration method, method of virtual work, unit load method and Castigliano's theorem.

Create a two-dimensional contour plot of the bending and transverse shear stresses over the length and height of the beam (xy plane). You can use your results above to validate your approach. Note: it is more convenient to perform these calculations in a program such as Matlab or Python. Please make sure that you upload your script (.m or .py files) to the unit site (along with your assignment).