Certifiedloverboy
Add SAWP-20 benchmark dataset with ground truth code solutions, schematics, and problem descriptions
be06037 | How does a one-story two-bay 2D frame, consisting of three vertical columns (4 meters in height each) and two horizontal girders (6 meters in length each), behave under the horizontal point load of 2e3 N at the top of the column on the left side? 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? |