Consider the diagram below. All corners are assumed to have no friction. Is it true that the tension throughout the rope is equal in all sections? The section over the edge of the building, the section between the edge of the building and the back right corner of the block where the rope turns around it, and finally the section between the back right corner of the block and the eyebolt anchor point.
Maybe another way I could reframe my question is, can the angles around these edges influence the tension in the different sections? For example, the angle between the rope and the block is not the same on the load-side as the angle between the rope and the block on the anchor-side. Does that matter?