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1) A retaining wall with a height of 12 feet above natural surface and a base 3 feet below is designed to retain soil with an inclined surface at 20 degrees. 2) The stem is designed as 1.25 feet thick with #6 bars at 9 inches center to center as vertical reinforcement. #3 bars at 4 inches center to center are provided as temperature and shrinkage reinforcement. 3) The maximum bending moment of 32,337 lb-ft occurs at the base. Reinforcement is calculated to be 0.0039, satisfying minimum requirements. 4

Author

LUKMAN

Language

EN