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What is Load Case Analysis for Pier Design about?

This document contains load case data for four piers (L1, L2, L3, L4) of a building (B2) including pier length, width, applied load, concrete strength, and normalized axial force. Loads were analyzed under two load combinations (TCVN6 and TCVN7) and for maximum and minimum cases. Normalized axial forces ranged from 0.28 to 0.47.

Author

phuckha2012

Language

EN