Consider the following beam: P₁ 175 2.5 m 215mm Wide Beam 2.5 m 2.5 m The beam is D.Fir-L 20f-E glulam. The loads at eac

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Consider The Following Beam P 175 2 5 M 215mm Wide Beam 2 5 M 2 5 M The Beam Is D Fir L 20f E Glulam The Loads At Eac 1 (46.56 KiB) Viewed 46 times

Consider the following beam: P₁ 175 2.5 m 215mm Wide Beam 2.5 m 2.5 m The beam is D.Fir-L 20f-E glulam. The loads at each point are: • Dead Load: 80 kN • Live Load: 50 kN P₁ 2.5 m The point loads are the only points of lateral restraint along the beam's top side. a) Determine the minimum acceptable depth of the beam. Ignore self-weight, and design to a L/360 live load deflection limit. Hint: Table 7.7 in CSA 086 may be required. 175 b) Determine the required length of bearing (Lb) at each end. If the beam requires a cantilever bearing plate, provide the requisite thickness.