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The document discusses the design of a base plate and anchor bolts for a column. It provides the specifications for the base plate, including a normal force of 133,348 tons, ultimate moment of 13,15 tonm, and steel yield strength of 2900 kg/cm^2. It determines the size of the base plate should be 600 x 550 x 30 mm. It also calculates the tensile force on the anchor bolts to be 15,345.2 kg, requiring the use of 4 anchor bolts with a diameter of 20 mm.

Author

Fadhil Akbar

Language

EN