Case:
Applied Steel is one of two major producers of wide-flange beams in the United States. The other producer is USX. A number of small firms also compete, but they tend to compete mainly on price in nearby markets where they can keep transport costs low. Typically, all interested competitors charge the same delivered price, which varies some depending on how far the customer is from either of the two major producers. In other words, local prices are higher in more remote geographic markets.
Wide-flange beams are one of the principal steel products used in construction. They are the modern version of what are commonly known as I-beams. USX rolls a full range of wide flanges from 6 to 36 inches. Applied Steel entered the field about 30 years ago, when it converted an existing mill to produce this product. Applied Steel’s mill is limited to flanges up to 24 inches, however. At the time of the conversion, Applied Steel felt that customer usage of sizes over 24 inches was likely to be small. In recent years, however, there has been a definite trend toward the larger and heavier sections.
The beams produced by the various competitors are almost identical—since customers buy according to standard dimensional and physical-property specifications. In the smaller size range, there are a number of competitors. But above 14 inches, only USX and Applied Steel compete. Above 24 inches, USX has no competition.
All the steel companies sell these beams through their own sales forces. The customer for these beams is called a structural fabricator. This fabricator typically buys unshaped beams and other steel products from the mills and shapes them according to the specifications of each customer. The fabricator sells to the contractor or owner of the structure being built.
The structural fabricator usually must sell on a competitive-bid basis. The bidding is done on the plans and specifications prepared by an architectural or structural engineering firm and forwarded to the fabricator by the contractor who wants the bid. Although thousands of structural fabricators compete in the United States, relatively few account for the majority of wide-flange tonnage in the various geographical regions. Since the price is the same from all producers, they typically buy beams on the basis of availability (i.e., availability to meet production schedules) and performance (i.e., reliability in meeting the promised delivery schedule).
Several years ago, Applied Steel’s production schedulers saw that they were going to have an excess of hot-rolled plate capacity in the near future. At the same time, development of a new production technology allowed Applied Steel to weld three plates together into a section with the same dimensional and physical properties and almost the same cross section as a rolled wide-flange beam. This development appeared to offer two key advantages to Applied Steel: (1) It would enable Applied Steel to use some of the excess plate capacity, and (2) larger sizes of wide-flange beams could be offered. Cost analysts showed that by using a fully depreciated plate mill and the new welding process it would be possible to produce and sell larger wide-flange beams at competitive prices—that is, at the same price charged by USX.
Applied Steel’s managers were excited about the possibilities, because customers usually appreciate having a second source of supply. Also, the new approach would allow the production of up to a 60-inch flange. With a little imagination, these larger sizes might offer a significant breakthrough for the construction industry.
Applied Steel decided to go ahead with the new project. As the production capacity was converted, the salespeople were kept well informed of the progress. They, in turn, promoted this new capability to their customers, emphasizing that soon they would be able to offer a full range of beam products. Applied Steel sent several general information letters to a broad mailing list but did not advertise. The market development section of the sales department was very busy explaining the new possibilities of the process to fabricators at engineering trade associations and shows.
When the new production line was finally ready to go, the market reaction was disappointing. No orders came in and none Page 612were expected. In general, customers were wary of the new product. The structural fabricators felt they couldn’t use it without the approval of their customers, because it would involve deviating from the specified rolled sections. And as long as they could still get the rolled section, why make the extra effort for something unfamiliar, especially with no price advantage. The salespeople were also bothered with a very common question: How can you take plate that you sell for about $460 per ton and make a product that you can sell for $470 per ton? This question came up frequently and tended to divert the whole discussion to the cost of production rather than to the way the new product might be used or its value in the construction process.
Evaluate Applied Steel’s situation. What should Applied Steel do?
The work has not been graded but I like the output that was submitted to me. Is it possible for the same prof to do the next assignment I will be submitting? If possible, I will greatly appreciate it.
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