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Problem 5 Three moment equation. Analyze and draw the bending moment and shear force diagrams for the following multi-span beam (typical for a roof beam of a building): Number of spans: Length of interior spans: Length of exterior spans: 0.8L Flexural stiffness Loading Supports: 4 El (same for all spans) W (uniformly-distributed load on all spans) Left support is a pin, all others are rollers.

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