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The values stated in each system are not exact equivalents; therefore, each system is to be used independently of the other without combining values in any way. If the steel is to be welded, a welding procedure suitable for the grade of steel and intended use or service shall be astn. ASTM A573 Grade 70  Tensile and hardness requirements
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ASTM A36 steel for the beams and ASTM A572 grade 50 steel for the columns. This provided an economical way to design structures for the strong column - weak beam provisions contained in the building code. Recent studies conducted by the Structural Shape Producers Council (SSPC), however, indicate that
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