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 with a spacing of 8e0 meters between the two columns, have two identical diagonal members forming the roof in the middle of the columns, where the vertical height from the top of the columns to the peak of the roof is 3e0 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, column moment of inertia of 1.6e-5 m^4, and diagonal member 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? |