Certifiedloverboy
Add SAWP-20 benchmark dataset with ground truth code solutions, schematics, and problem descriptions
be06037 | How does a two-story three-bay 2D frame, consisting of 8 vertical columns (4 meters in height each) and 6 horizontal girders (6 meters in length each), behave under the uniform vertical distributed load of 1e4 N/m along each girder? Consider elastic material properties with Young's modulus 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 of 1.6e-5 m^4, and girder moment of inertia of 5.4e-5 m^4 and all supports are fixed.. What are the resulting deformations and internal forces (axial force, shear force, and bending moment) within the frame? |