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), one horizontal girder (6e0 meters in length) and two diagonal members forming the braces (one node of the diagonal member is connected to the top of the column and another node is connected to the ground), one is on the left side of the left column and another is on the right side of the right column, where the horizontal length from the top of the column to the support of the diagonal member is 4e0 meters, behave under the effect of a horizontal point load of 2e3 N at the left column, considering elastic material properties with a Young's modulus E of 2e11 Pa, column cross-sectional area of 2e-3 m^2, diagonal member cross-sectional area of 6e-3 m^2, girder cross-sectional area of 6e-3 m^2, column moment of inertia of 1.6e-5 m^4, diagonal member moment of inertia of 5.4e-5 m^4, girder moment of inertia 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? |