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the use of A913 Grade 50 [345] in any part of the seismic force AISC's Steel Construction Manual (AISC 360) and Seismic Design. Manual (AISC 341); and S 270 GP. 39. 270. Blue 355. 51. 355. A 572 Gr . 50. 50. 345. Grade 350 W steel grades including A913 quench and tempered steel, which allow us to attain allows A913 grade 50 and 65 for use in seismic force resisting sys- tems and states that the manual and automatic processes provided the general rules for A913 / A913M-19 Standard Specification for High-Strength Low-Alloy Steel Shapes 1.3 Due to the inherent characteristics of the QST process, Grade 50 [345], Feb 2, 2012 - For wall thicknesses over. 0.75 in., use Fy=46 ksi and Fu=67 ksi. A913. Gr. 50. Gr. 60 AISC, AISC Steel Construction Manual, 14th Edition, Table 2-4 (2011). b. E70 70 483 21 145 A572 Gr. 50 A913 Gr. 50, A992 E80 80 552 24 165 A913 Gr. 65 resulting weld metal is normally stronger than the original base metal. for various structural shapes (from Table 2-3 of the AISC Manual). HP-Shapes ASTM A572 Grade 50 is the most commonly used steel grade for these 50 or 55, ASTM A572 Grades 42, 55, 60 and 65, ASTM A913 Grades 50, 60, 65, Apr 1, 2018 - steel= A913 Grade 70. NEW. Heavier sections AISC Manual of Steel Con struction Spandrels: ASTM A913 GR. 50. –. Beam plating: ASTM A572 GR. 50