In this task, you are going to dimension a statically determined frame. Once statically determined frame is loaded with a distributed load and a horizontal force as directed. Distributed load works down. The material is steel with yield strength fy = 355 MPa and modulus of elasticity E = 210 GPa. The frame should be laid by a square hole profile. The same type of profile should be used for pouring the frame. AC, CD and DB have the same stiffness EI.

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