Page 192 - Handbook of Structural Steel Connection Design and Details
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Welded Joint Design and Production

                                                   Welded Joint Design and Production  177

                      are 58- to 80-ksi tensile strength and a minimum of 36-ksi yield
                      strength. In general, A36 is weldable and is available in many
                      shapes and sizes. However, its strength is limited only by a mini-
                      mum value and could have yield strengths exceeding 50 ksi.
                      Therefore, preheat and low-hydrogen electrodes may be required.
                      ASTM A53: Covers seamless and welded black and hot-dipped gal-
                      vanized steel pipe. Strength requirements range from 25- to 35-ksi
                      minimum yield and 45- to 60-ksi minimum tensile for three types
                      and two grades. While maximum carbon levels are between 0.25 and
                      0.30%, pipe is typically manufactured by electric-resistance welding
                      and submerged arc welding. A53 may require low-hydrogen process
                      controls and preheat, especially when the carbon levels are close to
                      the maximum allowed.
                      ASTM A441: Covers the intermediate-manganese HSLA steels that
                      are readily weldable with proper procedures. The specification calls
                      for additions of vanadium and a lower manganese content (1.25%
                      maximum) than ASTM A440, which is generally not weldable due to
                      its high carbon and manganese leads. Minimum mechanical proper-
                      ties vary from 42- to 50-ksi yield to 63- to 70-ksi tensile. Atmospheric
                      corrosion resistance of this steel is approximately twice that of struc-
                      tural carbon steel, while it has superior toughness at low tempera-
                      tures. Only shapes, plates, and bars are covered by the specification,
                      but weldable sheets and strip can be supplied by some producers
                      with approximately the same minimum mechanical properties.
                      ASTM A500:     Covers cold-formed welded and seamless carbon
                      steel round, square, rectangular, or special-shape structural tubing
                      for welded, riveted, or bolted construction of bridges and buildings
                      and for general structural purposes, and is commonly used in the
                      United States. This tubing is produced in both seamless and welded
                      sizes with a maximum periphery of 64 in and a maximum wall
                      thickness of 0.625 in. Minimum strength properties range from
                      33-ksi yield and 45-ksi tensile for grade A to 46-ksi yield and 62-ksi
                      tensile for grade C.
                      ASTM A501: Covers hot-formed welded and seamless carbon steel
                      square, round, rectangular, or special-shape structural tubing for
                      welded, riveted, or bolted construction of bridges and buildings and
                      for general structural purposes, and is commonly used in Canada.
                      Square and rectangular tubing may be furnished in sizes from 1 to
                      10 in across flat sides and wall thicknesses from 0.095 to 1.00 in.
                      Minimum strength requirements are 36-ksi yield and 58-ksi tensile.
                      ASTM A514: Covers quenched and tempered alloy steel plates of
                      structural quality in thicknesses of 6 in and under intended pri-
                      marily for use in welded bridges and other structures. Strength



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