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The document describes the design of a gantry girder for an overhead crane with a 5 ton capacity. Key details include: - The crane girder span is 9.83m and it must support a maximum wheel load of 4.771 tons. - Calculations determine the maximum bending moment on the girder is 11 ton-meters, occurring when a wheel is near the center. - A plate girder section composed of a 600x10mm plate plus 300x12mm and 300x6mm plates is selected, with a calculated moment of inertia of 78,962 cm^4. - Stress calculatio

Author

Kushal Chhetri

Language

EN