I selected ASTM A572 Grade 50 rods because of the tensile strength of 65 ksi, which meets my shear resistance requirements. The project is Design-Build, and the contractor is requesting the use of ASTM A36, Grade 50 rods, which I'm assuming are more readily available (thus cheaper).
A572 ( AISI, ASTM, UNS) - Worldwide equivalent gradesEuropean equivalent grade for Non-alloy quality structural steel A572 ( AISI, ASTM, UNS):S355JR (1.0045) Cross reference table for Steel A572 ( AISI, ASTM, UNS) and its European equivalent S275J2(+N) (1.0144) ( EN )
ASTM A572 Carbon Steel Plate. ASTM A572 Specification refers to High-Strength Low-Alloy Steel Plate for structural building, among the 5 steel grades of 42, 50, 55, 60 and 65, Grade 50 is one most common steel in applications where need more strength and less weight, use steel plate of this grade other than ordinary carbon steel will make the steel structure with same steel strength but
Calculate Weight of a Steel Plate Chapel SteelCalculate the weight of a steel plate with Chapel's conversion calculator.
Channel Weight Calculator / ismc channel weight M.S.Channel / ismc channel weight calculation formula:Size Weight in Kgs. Per Feet Weight in Kgs. per Mtr. ISMC 75 x 40 x 4.8:2.176:7.14:ISMC 100 x 50 x 5:2.914
ASTM A588 covers high-strength low-alloy structural steel shapes, plates, and bars for welded, riveted, or bolted construction but intended primarily for use in welded bridges and buildings where savings in weight or added durability are important. The atmospheric corrosion resistance of this steel in most environments is substantially better than that of carbon structural steels with or
STEEL INDUSTRY EMBRACES A992 - AISCAs with A572 Gr. 50, A992 presents some attrac-tive cost benefits over A36. Since there are often no grade extras for Gr. 50 steel, most buildings will achieve a greater economy by utilizing A992 instead of A36. However, even when extras do come into play, there are typically no overall cost penalties for the frame. This is because the weight
Steel DesignA572 high strength low-alloy use for some beams Fy = 60 ksi, F u = 75 ksi, E = 29,000 ksi A992 for building framing used for most beams Fy = 50 ksi, F u = 65 ksi, E = 29,000 ksi (A572 Grade 50 has the same properties as A992) ASD where Ra = required strength (dead or live; force, moment or stress) Rn = nominal strength specified for ASD