ABSTRACT

Glossary .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-99

References .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-100

Further Reading.... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-102

Relevant Websites .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-103

Structural steel is a construction material that possesses attributes such as strength, stiffness, toughness,

and ductility that are desirable in modern constructions. Strength is the ability of a material to resist

stress. It is measured in terms of the material’s yield strength Fy and ultimate or tensile strength Fu. Steel

used in ordinary constructions normally have values of Fy and Fu that range from 36 to 50 ksi (248 to

345 MPa) and from 58 to 70 ksi (400 to 483 MPa), respectively, although higher-strength steels are

becoming more common. Stiffness is the ability of a material to resist deformation. It is measured in

terms of the modulus of elasticity E and modulus of rigidity G. With reference to Figure 4.1, in which

several uniaxial engineering stress-strain curves obtained from coupon tests for various grades of steels

are shown, it is seen that the modulus of elasticity E does not vary appreciably for the different steel

grades. Therefore, a value of 29,000 ksi (200 GPa) is often used for design. Toughness is the ability of a

material to absorb energy before failure. It is measured as the area under the material’s stress-strain

curve. As shown in Figure 4.1, most (especially the lower grade) steels possess high toughness that made

them suitable for both static and seismic applications. Ductility is the ability of a material to undergo

large inelastic (or plastic) deformation before failure. It is measured in terms of percent elongation or

percent reduction in area of the specimen tested in uniaxial tension. For steel, percent elongation ranges

from around 10 to 40 for a 2-in. (5-cm) gage length specimen. Ductility generally decreases with

increasing steel strength. Ductility is a very important attribute of steel. The ability of structural steel to

deform considerably before failure by fracture allows an indeterminate structure to undergo stress

redistribution. Ductility also enhances the energy absorption characteristic of the structure, which is

extremely important in seismic design.