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Structural Steel Detailing Manual

Aisc Steel Detailing Manual Free Download

Page Nos. Discussion of Availability, Selection . . . . . . . . . . . . . . . . . . . . . . . . . . . rittle Fracture Considerations in Structural Design . . . . . . . . . . . . Lamellar Tearing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Jumbo Shapes and Heavy Welded Built-up Sections . . . . . . . . . . . . . Structural Shapes: Tables of Availability, Size Groupings . . . . . . . . Discussion of Dimensions and Properties . . . . . . . . . . . . . . . . . . . . . .
......................... ......................... S Shapes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . P Shapes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . American Standard Channels (C) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Miscellaneous Channels (MC) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Angles (L) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . T, WIT, ST) . . . . . . . . . . . . . . . . . . . . . . . . . . . .
iscussion, Table of Availability . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Pipe . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Structural Tubing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Section A3.1 of the Specification for Structural Steel Buildings Allowable Stress Design and Plastic Design, (from here on referred to as the ASD Specification), lists 16 ASTM specifications for structural steel approved for use in building construction. Six of these steels are available in hot-rolled structural shapes, plates and bars. Two steels, ASTM A514 and 8852, are only available in plates. Table 1 shows five groups of shapes and 11ranges of thicknesses of plates and bars available in the various minimum yield stress* and tensile strength levels afforded by the eight steels. For complete information on each steel, reference should be made to the appropriate ASTM specification. A listing of the shape sizes included in each of the five groups follows in Table 2, corresponding to the groupings given in Table A of ASTM Specification A6. Seven additional grades of steel, other than those covering hot-rolled shapes, plates and bars, are listed in Sect. A3.1. These steels cover pipe, cold- and hotformed tubing and cold- and hot-rolled sheet and strip. For additional information on availability of structurd tubing, refer to separate discussion beginning on pg. 1-91. For additional information on availability and classification of structural steel plates and bars, refer to separate discussion beginning on pg. 1-105. Space does not permit inclusion in the listing of shapes and plates in Part 1 of ates of greater thickness that are occasionally nual of all rolled s s, refer to the various producers' catalogs. construction. For To obtain an economical structure, it is often advantageous to minimize the number of different sections. Cost per sq. ft. often can be reduced by designing this
ASTM A36 is the all-purpose carbon grade steel widely used in building and bridge construction. ASTM A529 structural carbon steel, ASTM A572 high-strength, lowalloy structural steel, ASTM A242 and A588 atmospheric corrosion-resistant highstrength low-alloy structural steel, ASTM A514 quenched and tempered alloy structural steel plate and ASTM A852 quenched and tempered low-alloy structural steel plate may each have certain advantages over ASTM A36 structural carbon steel, depending on the application. These high-strength steels have proven economical choices where lighter members, resulting from use of higher allowable stresses, are not penalized because of instability, local buckling, deflection or other similar reasons. They are frequently used in tension members, beams in continuous and composite construction where deflections can be minimized, and columns having low slenderness ratios. The reduction of dead load, and associated savings in shipping costs, can be significant. However, higher strength steels are not to be used indiscriminately. Effective use of all steels depends on thorough cost and engineering analysis. With suitable procedures and precautions, all steels listed in the AISC Specification are suitable for welded fabrication. ASTM A242 and A588 atmospheric corrosion-resistant, high-strength low-alloy *As used in the AISC Specification, 'yield stress' denotes either the specified minimum yield point (for those steels that have a yield point) or specified minimum yield strength (for those steels that do not have a yield point).
steels can be used in e bare (uncoated) condition in most e boldly exposed under h conditions, exposure to the normal a tightly adherent oxide to form on the surface which protects the steel from further atmospheric corrosion. To achieve the benefits of the enhanced atmospheric corrosion resistance of these bare steels, it is necessary that design, detailing, fabrication, erection and maintenance practices proper for such steels be observed. Designers should consult with the steel producers on the atmospheric corrosion-resistant properties and limitations of these steels prior to use in the bare condition. When either A242 or A588 steel is used in the coated condition, the coating life is typically longer than with other steels. Although A242 and A588 steels are more expensive than other high-strength, low-alloy steels, the reduction in maintenance resulting from the use of these steels usually offsets their higher initial cost. A852 and A514 Types E, F, P, and Q are higher strength atmospheric corrosion-resistant steels suitable for use in the bare (uncoated) condition in most atmospheres.
As the temperature decreases, an increase is generally noted in the yield stress, tensile strength, modulus of elasticity and fatigue strength of structural steels. In contrast, the ductility of these steels, as measured by reduction in area or by elongation, decreases with decreasing temperature. Furthermore, there is a temperature below which a structural steel subjected to tensile stresses may fracture by cleavage,* with little or no plastic deformation, rather than by shear,* which is usually preceded by a considerable amount of plastic deformation or yielding. Fracture that occurs by cleavage at a nominal tensile stress below the yield stress is commonly referred to as brittle fracture. Generally, a brittle fracture can occur in a structural steel when there is a sufficiently adverse combination of tensile stress, temperature, strain rate and geometrical discontinuity (notch) present. Other design and fabrication factors may also have an important influence. Because of the interrelation of these effects, the exact combination of stress, temperature, notch and other conditions that will cause brittle fracture in a given structure cannot be calculated readily. Consequently, designing against brittle fracture often consists mainly of (1) avoiding conditions that tend to cause brittle fracture and (2) selecting a steel appropriat

Aisc Steel Detailing Manual Free Download