Emek and Tara studied a three-dimensional model of two modules that needed a rigid support beam. Using meters as coordinate units, the first connection point was A(1, 2, 1), and the second was B(7, 8, 4). A direct beam between them would have length sqrt((7 - 1)^2 + (8 - 2)^2 + (4 - 1)^2) = 9 meters, which was within the 10-meter limit. However, equipment occupied the central region and blocked the direct path. The engineers had approved two possible clearance points: C(1, 8, 4) and D(7, 2, 4). Tara calculated that the route through C required beams of lengths sqrt(45) and 6 meters, for a total of about 12.71 meters. Emek found that the route through D required sqrt(45) and 6 meters as well. A clearance scan then showed that only the route through D stayed at least 1.5 meters from the equipment. They selected that design, and both beam sections fitted securely, completing the station connection.




