STEEL PRODUCTION BASICS AND TUTORIALS FOR STEELS USED IN CIVIL ENGINEERING PROJECTS

PRODUCTION OF STEEL BASIC INFORMATION
How Steels Are Made?


The overall process of steel production is shown in Figure 3.3. This process consists of the following three phases:

1. reducing iron ore to pig iron
2. refining pig iron (and scrap steel from recycling) to steel
3. forming the steel into products
Steel Production Process
The materials used to produce pig iron are coal, limestone, and iron ore. The coal, after transformation to coke, supplies carbon used to reduce iron oxides in the ore.

Limestone is used to help remove impurities. Prior to reduction, the concentration of iron in the ore is increased by crushing and soaking the ore.

The iron is magnetically extracted from the waste, and the extracted material is formed into pellets and fired. The processed ore contains about 65% iron.

Reduction of the ore to pig iron is accomplished in a blast furnace. The ore is heated in the presence of carbon. Oxygen in the ore reacts with carbon to form gases.

A flux is used to help remove impurities. The molten iron, with an excess of carbonin solution, collects at the bottom of the furnace. The impurities, slag, float on top of the molten pig iron.


The excess carbon, along with other impurities, must be removed to produce high-quality steel. Using the same refining process, scrap steel can be recycled. Two types of furnaces are used for refining pig iron to steel:

1. basic oxygen
2. electric arc

The basic oxygen furnaces remove excess carbon by reacting the carbon with oxygen to form gases. Lances circulate oxygen through the molten material. The process is continued until all impurities are removed and the desired carbon content is achieved.

Electric furnaces use an electric arc between carbon electrodes to melt and refine the steel. These plants require a tremendous amount of energy, and are used primarily to recycle scrap steel.

Electric furnaces are frequently used in minimills, which produce a limited range of products. In this process, molten steel is transferred to the ladle.

Alloying elements and additional agents can be added either in the furnace or the ladle. During the steel production process, oxygen may become dissolved in the liquid metal.

As the steel solidifies, the oxygen can combine with carbon to form carbon monoxide bubbles that are trapped in the steel and can act as initiation points for failure. Deoxidizing agents, such as aluminum, ferrosilicon and manganese, can eliminate the formation of the carbon monoxide bubbles.

Completely deoxidized steels are known as killed steels. Steels that are generally killed include:

■ Those with a carbon content greater than 0.25%
■ All forging grades of steels
■ Structural steels with carbon content between 0.15 and 0.25 percent
■ Some special steel in the lower carbon ranges

Regardless of the refining process, the molten steel, with the desired chemical composition, is then either cast into ingots (large blocks of steel) or cast continuously into a desired shape. Continuous casting with hot rolling is becoming the standard production method, since it is more energy efficient than casting ingots, as the ingots
must be reheated prior to shaping the steel into the final product.

Cold-formed steel is produced from sheets or coils of hot rolled steel which is formed into shape either through press-braking blanks sheared from sheets or coils, or more commonly, by rollforming the steel through a series of dies. No heat is required to form the shapes (unlike hot-rolled steel), and thus the name cold-formed steel.

Cold-formed steel members and other products are thinner, lighter, and easier to produce, and typically
cost less than their hot-rolled counterparts (Elhajj, 2001).

LABOR COST ESTIMATING IN CIVIL ENGINEERING CONSTRUCTION PROJECT TUTORIALS

LABOR COST ESTIMATES TUTORIALS ON CIVIL ENGINEERING PROJECTS
How To Make Labor Costing Estimates For Civil Engineering Projects?


Cost of Labor
For a detailed estimate, it is imperative that the cost of labor resources be determined with precision. This is accomplished through a three-part process from data in the construction bidding documents that identify the nature of work and the physical quantity of work.

The first step in the process involves identifying the craft that will be assigned the work and determining the hourly cost for that labor resource. This is termed the labor rate.

The second part of the process involves estimation of the expected rate of work accomplishment by the chosen labor resource. This is termed the labor productivity.

The third step involves combining this information by dividing the labor rate by the labor productivity to determine the labor resource cost per physical unit of work. The labor cost can be determined by multiplying the quantity of work by the unit labor resource cost.

Labor Rate — The labor rate is the total hourly expense or cost to the contractor for providing the particular craft or labor resource for the project. This labor rate includes direct costs and indirect costs.

Direct labor costs include all payments made directly to the craftsworkers. The following is a brief listing of direct labor cost components:

1. Wage rate
2. Overtime premium
3. Travel time allowance
4. Subsistence allowance
5. Show-up time allowance
6. Other work or performance premiums

The sum of these direct labor costs is sometimes referred to as the effective wage rate. Indirect labor costs include those costs incurred as a result of use of labor resources but which are not paid directly to the craftsworker. The components of indirect labor cost include the following:


1. Vacation fund contributions
2. Pension fund contributions
3. Group insurance premiums
4. Health and welfare contributions
5. Apprenticeship and training programs
6. Workers’ compensation premiums
7. Unemployment insurance premiums
8. Social security contribution
9. Other voluntary contribution or payroll tax

It is the summation of direct and indirect labor costs that is termed the labor rate — the total hourly cost of providing a particular craft labor resource. Where a collective bargaining agreement is in force, most of these items can be readily determined on an hourly basis.

Others are readily available from insurance companies or from local, state, and federal statutes. Several of the direct cost components must be estimated based on past records to determine the appropriate allowance to be included.

These more difficult items include overtime, show-up time, and performance premiums. A percentage allowance is usually used to estimate the expected cost impact of such items.

Labor Productivity — Of all the cost elements that contribute to the total project construction cost, labor productivity ranks at the top for variability. Because labor costs represent a significant proportion of the total cost of construction, it is vital that good estimates of productivity be made relative to the productivity
that will be experienced on the project.

Productivity assessment is a complex process and not yet fully understood for the construction industry.
The following example illustrates the calculation of a unit price from productivity data.


Example 11
To form 100 square feet of wall requires 6 hours of carpenter time and 5 hours of common laborer time. This assumption is based on standards calculated as averages from historical data. The wage rate with burdens for carpenters is $60.00/h. The wage rate with burdens for common laborers is $22.00/h.

Solution. The unit cost may be calculated as follows:
This labor cost is adjusted for the following conditions:
Carpenter — 6 h at $60.00/h = $360.00
Laborer — 5 h at $22.00/h = $110.00
Total labor cost for 100 ft2 = $470.00
Weather adjustment 1.05
Job complexity 1.04
Crew experience 0.95
Management 1.00
Labor cost per ft2 = $470.00 100 ft2 = $4.70 ft2
Adjusted unit cost = 4 70 ¥ 1 05 ¥ 1 04 ¥ 0 95 ¥ 1 00 =  $4 88/ ft2
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