Certifiedloverboy
Add SAWP-20 benchmark dataset with ground truth code solutions, schematics, and problem descriptions
be06037 | How does a simple 2D frame, consisting of two vertical columns (4e0 meters in height) and one horizontal girder (6e0 meters in length), behave under the effect of a horizontal point load of 2e3 N at the top of one column, considering elastic material properties with a Young's modulus E of 2e11 Pa, column cross-sectional area of 2e-3 m^2, girder cross-sectional area of 6e-3 m^2, column moment of inertia Ic of 1.6e-5 m^4, and girder moment of inertia Ig of 5.4e-5 m^4 and all supports are fixed. What are the resulting deformations and internal forces (axial, shear, and moment) in the frame? |