Geiger v. Sweeney

266 N.W.2d 895, 201 Neb. 175, 24 U.C.C. Rep. Serv. (West) 606, 1978 Neb. LEXIS 761
CourtNebraska Supreme Court
DecidedJune 14, 1978
Docket41555
StatusPublished
Cited by3 cases

This text of 266 N.W.2d 895 (Geiger v. Sweeney) is published on Counsel Stack Legal Research, covering Nebraska Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Geiger v. Sweeney, 266 N.W.2d 895, 201 Neb. 175, 24 U.C.C. Rep. Serv. (West) 606, 1978 Neb. LEXIS 761 (Neb. 1978).

Opinion

Spencer, J.

This is an action based upon breach of an implied warranty of merchantability to recover damages for the destruction of a grain bin which was blown from its foundation by severe winds. The defendant seller filed a third-party complaint against the bin manufacturer and against the company which erected the bin. By stipulation and agreement the seller remained a party to the lawsuit only as a nominal defendant. From a jury verdict in favor of plaintiff and against the seller and the manufacturer, Modem Farm Systems, Inc. (hereinafter referred to as MFS), MFS appeals.

Defendant MFS sets out three numbered assignments of error. The first two are as follows: “1. A. The District Court erred in failing to instruct the jury that the Plaintiff had the burden of proof that the alleged breach of implied warranty was the proximate cause of Plaintiff’s damages.

“B. The District Court erred in failing to instruct the jury on the definition of proximate cause, which was a material issue in the case.

“2. The District Court erred in instructing the jury by refusing the Defendant’s instruction as to Act of God and in giving the Court’s instruction as to Act of God.”

For the reasons stated hereafter, we reverse.

The grain bin in question was manufactured by MFS. It was purchased by plaintiff from William Sweeney, who at the time was a dealer for MFS bins in Cozad, Nebraska. The contract price included the cost of erecting the bin, which was performed by Monarch Industries, Inc.

Monarch Industries, Inc., laid the concrete foundation for the bin in late summer or early fall of 1973. The bin itself was delivered to plaintiff’s farm *177 and installed by Monarch Industries, Inc., in late October or early November of 1973. Plaintiff filled the bin half full of grain in November 1973. He completely emptied it in April 1974. While in this emptied condition, on May 9, 1974, the bin was lifted from its foundation during a storm and blown approximately 95 yards across a field. Plaintiff’s expert measured the distance the bin traveled, and testified it had gone 140 feet through the air before hitting the ground and continuing to roll. The bin measured 36 feet in diameter, its height was approximately 21 feet to the eaves, and it weighed about 6 tons.

According to plaintiff’s theory of the case, the grain bin contained a design defect in that the method used to anchor the bin to the foundation was insufficient to withstand strong winds. MFS defended on the ground that the bin’s destruction was the result of an Act of God.

The first step in constructing a grain bin of this type is to pour a circular foundation. The construction manual furnished by MFS directs that the foundation for a 36-foot diameter bin should be 36 feet 9 inches in diameter. Thirty anchor bolts are set in the wet concrete around the perimeter of the foundation. The manual specifies that the anchor bolts should be 45% inches apart and form a circle with a 36-foot 1% inch diameter. Thirty-one anchor bolts were actually used in the construction of plaintiff’s bin.

The bin is assembled from the top down. The top row of curved, corrugated bin wall sheets is bolted together to form a ring. The roof sections are assembled and fastened to the top ring of the bin wall. The structure is then raised by a series of jacks and the next row of bin wall sheets is attached. This process continues until all the bin wall rings have been connected. At this point a base angle ring is attached to the bottom of the bin wall. The base *178 angle ring consists of several pieces of curved angle iron fitted together, with the flange pointing toward the outside of the ring. The manual instructs that base sealer should be applied to the bottom of the base angle while the bin is still suspended. It appears in this case that the mastic was applied after the bin was lowered and in position.

The bin is lowered inside the circle created by the anchor bolts. Clips are secured to each of the anchor bolts with a nut and washer, and are then clamped to the protruding lip of the base angle. The following drawing represents a cross-section of the anchor assemblage.

*179 The clip is made of 10-gauge steel, and is approximately 4 inches long. It is flanged on two sides, so that viewed from the end it has an inverted U-shape. An elongated hole has been punched in the top for placement over the anchor bolt. The advantage of this type of anchor system over a direct bolt system, whereby a piece of metal is bolted directly to the bin wall and the anchor bolt, is that no alignment of holes is required. The distance between the bin wall and the anchor bolt can also vary since the clip can be slid back and forth. Properly installed, the clip should be as far forward as possible.

The disadvantage testified to at trial is that the clip tends to become loose. This may be caused by the base angle moving away from the clip because of wind or metal contraction. Alternatively, the base angle may move toward the clip because of wind or expansion caused by heat or the weight of grain stored inside the bin, wedging the clip loose.

Gerald Schmidt, vice president of Monarch Industries, Inc., testified that in his opinion the clip system was defective because the wind could blow the bin loose from the clips. He knew of at least 25 bins where clips had become detached. He did state that even with a direct bolt system the bolts should be checked and retightened twice a year, especially if the bin is left in an unloaded condition. However, he knew of only 3 of 2,000 to 3,000 of defendant’s bins, besides plaintiff’s, which had been destroyed. All three had been destroyed by tornadoes. Several other companies used the clip-type tie-down method used by MFS.

Plaintiff’s expert, Marvin Laughlin of the Omaha Testing Lab, expressed the opinion that if there were a defect in design, it was that the bin was susceptible to improper installation. He conducted an inspection of the site on June 14, 1974, 5 weeks after the damage occurred. All the clips remained bolted to the foundation. A diagram showing the degree to *180 which the clips were bent and photographs showing the condition of the clips were received in evidence. This evidence demonstrates that the clips holding down the northeast side of the bin, the direction from which the wind came, received little if any damage. Most of the clips and anchor bolts around the remainder of the foundation were bent. This led plaintiff’s expert to believe the force of the wind had pushed the bin horizontally out from under the clips on the northeast side. This eliminated the verticle hold-down force on that side and the bin was lifted from its foundation.

Laughlin also examined the position of the clips to see if they were properly installed. He determined that two of the clips on the northeast side, which he numbered 12 and 13, provided only minimal contact with the base angle. Clip No. 12 had been installed at a steeper angle than usual as its outside edge was imbedded in the concrete. In addition, the clip only overlapped about 50 percent of the base angle. Clip No. 13 only overlapped about 10 percent of the base angle.

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Cite This Page — Counsel Stack

Bluebook (online)
266 N.W.2d 895, 201 Neb. 175, 24 U.C.C. Rep. Serv. (West) 606, 1978 Neb. LEXIS 761, Counsel Stack Legal Research, https://law.counselstack.com/opinion/geiger-v-sweeney-neb-1978.