Analysis For the load combinations not considering the telehandler (LC 3 and 4), the stringers were not bypassed and were assessed for the following condition: self-weight, live load, and the load from the timber deck for the assumed 50% s...
AI summary The analysis evaluates structural components, including stringers, floor beams, and girders, under various load conditions and section loss scenarios. The evaluation considers the impact of section loss on load distribution, lateral support, and buckling resistance, based on inspection reports and CSA O86-14 standards.