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This document summarizes the design of two plinth beams: 1. Beam P1 has a span of 2.5m, assumed section of 200mm x 400mm, and maximum positive moment of 13kN-m. It requires 2-14mm diameter bars for tension reinforcement. 2. Beam P2 has a larger span of 3m, assumed section of 200mm x 500mm, and maximum positive and negative moments of 26kN-m and 60kN-m respectively. It requires 2-14mm and 2-12mm diameter bars for tension reinforcement and 2-14mm diameter bars for top reinforcement. Both beams are designe

Author

Rathinavel Venkateshwaran

Language

EN