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This document provides the design of a reinforced concrete retaining wall with a surface inclined at 20 degrees that retains earth up to a height of 12 feet above natural surface level. The base of the footing is 3 feet below NSL. The solution involves assuming sizes for the wall and footing, designing the stem reinforcement, checking stability including overturning moment, sliding force, and bearing capacity of the soil. Vertical reinforcement of 6 bars at 9 inch centers is designed for the stem. A key 5
- Author
- Sajid Nazir
- Language
- EN