Steel Design, or more specifically, Structural Steel Design, is an area of

structural engineering Structural engineering is a sub-discipline of civil engineering in which structural engineers are trained to design the 'bones and muscles' that create the form and shape of man-made structures. Structural engineers also must understand and ca ...

used to design steel structures. These structures include

schools A school is an educational institution designed to provide learning spaces and learning environments for the teaching of students under the direction of teachers. Most countries have systems of formal education, which is sometimes compul ...

houses A house is a single-unit residential building. It may range in complexity from a rudimentary hut to a complex structure of wood, masonry, concrete or other material, outfitted with plumbing, electrical, and heating, ventilation, and air cond ...

, bridges, commercial centers, tall buildings, warehouses,

aircraft An aircraft is a vehicle that is able to fly by gaining support from the air. It counters the force of gravity by using either static lift or by using the dynamic lift of an airfoil, or in a few cases the downward thrust from jet engines. ...

ships A ship is a large watercraft that travels the world's oceans and other sufficiently deep waterways, carrying cargo or passengers, or in support of specialized missions, such as defense, research, and fishing. Ships are generally distinguished ...

and stadiums. The design and use of

steel frame Steel frame is a building technique with a " skeleton frame" of vertical steel columns and horizontal I-beams, constructed in a rectangular grid to support the floors, roof and walls of a building which are all attached to the frame. The devel ...

s are commonly employed in the design of steel structures. More advanced structures include steel plates and shells. In structural engineering, a structure is a body or combination of pieces of the rigid bodies in space that form a fitness system for supporting loads and resisting moments. The effects of loads and moments on structures are determined through

structural analysis Structural analysis is a branch of Solid Mechanics which uses simplified models for solids like bars, beams and shells for engineering decision making. Its main objective is to determine the effect of loads on the physical structures and thei ...

. A steel structure is composed of structural members that are made of steel, usually with standard cross-sectional profiles and standards of chemical composition and mechanical properties. The depth of steel beams used in the construction of bridges is usually governed by the maximum moment, and the cross-section is then verified for

shear strength In engineering, shear strength is the strength of a material or component against the type of yield or structural failure when the material or component fails in shear. A shear load is a force that tends to produce a sliding failure on a mater ...

near supports and lateral torsional buckling (by determining the distance between transverse members connecting adjacent beams). Steel column members must be verified as adequate to prevent

buckling In structural engineering, buckling is the sudden change in shape ( deformation) of a structural component under load, such as the bowing of a column under compression or the wrinkling of a plate under shear. If a structure is subjected to a ...

after axial and moment requirements are met. There are currently two common methods of steel design: The first method is the Allowable Strength Design (ASD) method. The second is the

Load and Resistance Factor Design Limit State Design (LSD), also known as Load And Resistance Factor Design (LRFD), refers to a design method used in structural engineering. A limit state is a condition of a structure beyond which it no longer fulfills the relevant design criteria ...

(LRFD) method. Both use a strength, or ultimate level design approach.

Load combination equations

Allowable Strength Design

For ASD, the required strength, R_a, is determined from the following load combinations (according to the AISC SCM, 13 ed.) and:https://shop.iccsafe.org/media/wysiwyg/material/9346S7-sample.pdf D + F
D + H + F + L + T
D + H + F + (L_r or S or R)
D + H + F + 0.75(L + T) + 0.75(L_r or S or R)
D + H + F ± (0.6W or 0.7E)
D + H + F + (0.75W or 0.7E) + 0.75L + 0.75(L_r or S or R)
0.6D + 0.6W
0.6D ± 0.7E where: * D = dead load, * D_i = weight of Ice, * E = earthquake load, * F = load due to fluids with well-defined pressures and maximum heights, * F_a = flood load, * H = load due to lateral earth pressure, ground water pressure, or pressure of bulk materials, * L = live load due to occupancy, * L_r = roof live load, * S = snow load, * R = nominal load due to initial rainwater or ice, exclusive of the ponding contribution, * T = self straining load, * W = wind load, * W_i = wind on ice.. Special Provisions exist for accounting flood loads and atmospheric loads i.e. D_i and W_i Note that Allowable Strength Design is NOT equivalent to Allowable Stress Design, as governed by AISC 9th Edition. Allowable Strength Design still uses a strength, or ultimate level, design approach.

Load and Resistance Factor Design

For LRFD, the required strength, R_u, is determined from the following factored load combinations: 1.4(D + F)
1.2(D + F + T) + 1.6(L + H) + 0.5(L_r or S or R)
1.2D + 1.6(L_r or S or R) + (L or 0.8W)
1.2D + 1.0W + L + 0.5(L_r or S or R)
1.2D ± 1.0E + L + 0.2S + 0.9D + 1.6W + 1.6H
0.9D + 1.6 H ± (1.6W or 1.0E) where the letters for the loads are the same as for ASD. For the wind consideration, the ASCE allows a "position correction factor" which turns the coefficient of wind action to 1.36: 1.2D + 1.36W + .... the same above or 0.9D - 1.36W 1.8(D+F)

AISC Steel Construction Manual

The American Institute of Steel Construction ( AISC), Inc. publishes the ''Steel Construction Manual'' (Steel construction manual, or SCM), which is currently in its 15th edition. Structural engineers use this manual in analyzing, and designing various steel structures. Some of the chapters of the book are as follows. *Dimensions and properties of various types of steel sections available on the market (W, S, C, WT, HSS, etc.) *General Design Considerations *Design of Flexural Members *Design of Compression Members *Design of Tension members *Design of Members Subject to Combined Loading *Design Consideration for Bolts *Design Considerations for Welds *Design of Connecting Elements *Design of Simple Shear Connections *Design of Flexure Moment Connections *Design of Fully Restrained (FR) Moment Connections *Design of Bracing Connections and Truss Connections *Design of Beam Bearing Plates, Column Base Plates, Anchor Rods, and Column Splices *Design of Hanger Connections, Bracket Plates, and Crane-Rail Connections *General Nomenclature *Specification and Commentary for Structural Steel Buildings *RCSC Specification and Commentary for Structural Joints Using High-Strength Bolts *Code of Standard Practice and Commentary for Structural Steel Buildings and Bridges *Miscellaneous Data and Mathematical Information

CISC Handbook of Steel Construction

Canadian Institute of Steel Construction Canadians (french: Canadiens) are people identified with the country of Canada. This connection may be residential, legal, historical or cultural. For most Canadians, many (or all) of these connections exist and are collectively the source o ...

publishes the "CISC Handbook of steel Construction". CISC is a national industry organization representing the structural steel, open-web steel joist and steel plate fabrication industries in Canada. It serves the same purpose as the AISC manual, but conforms with Canadian standards.

References