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4.6. Built-up Member Design
4.6.1. In a built-up I-shaped cross-section, how are welds connecting the plates designed?
4.6.2. Can built-up sections be designed and fabricated with elements of different grades of steel, such as ASTM A572 grade 50 flanges and an ASTM A36 web?
4.6.3. What is tension-field action?