Bethlehem Steel Co. v. Variety Iron & Steel Co.

115 A. 59, 139 Md. 313, 31 A.L.R. 1021, 1921 Md. LEXIS 162
CourtCourt of Appeals of Maryland
DecidedJune 29, 1921
StatusPublished
Cited by17 cases

This text of 115 A. 59 (Bethlehem Steel Co. v. Variety Iron & Steel Co.) is published on Counsel Stack Legal Research, covering Court of Appeals of Maryland primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Bethlehem Steel Co. v. Variety Iron & Steel Co., 115 A. 59, 139 Md. 313, 31 A.L.R. 1021, 1921 Md. LEXIS 162 (Md. 1921).

Opinion

Thomas, J.,

delivered the opinion of the Court.

This suit was brought by tbe Variety Iron & Steel Company for the benefit of the Aetna Life Insurance Company and Harry Alies, against the Bethlehem Steel Company, h> recover for injuries sustained by Harry Alies and alleged to' have been caused by the negligence of tbe defendant, and tbe present appeal is from a judgment in favor of the plaintiff for $10,000.

Prior to April, 1919, the defendant, the Bethlehem Steel Company, hereinafter' referred to as the steel company, had contracted with the Bethlehem Steel Bridge Corporation, hereinafter referred to as the bridge company, and a number of other contractors, for the erection of a large building, about one hundred feet wide and nearly four hundred feet long, known as gas engine house Ho. 2, at Sparrows Point, Maryland. The bridge company had the contract for the placing of the steel floor beams, spoken of in tbe evidence as I-beams, upon which the concrete, flooring above tbe cellar or basement of tbe building was to be constructed after tbe engines, pipes and machinery were installed, and the Variety Iron & Steel Company, hereinafter referred to as the Variety Company, contracted for the installation of the gas main or pipe, which was located under and was to he suspended from the floor or I-beams. These floor beams, which were from eight to ten feet long, weighed from one hundred and fifty to two hundred pounds and were about six or eight inches deep, ran across the building from the side wall of the building to larger beams, about fifteen inches deep, supported by columns between the concrete engine foundations, and one end of the floor beams was supported by being fitted into a pocket *316 in the concrete wall of the building, while the other end rested on a bracket, about four inches wide, placed on the side of the columns, to which, after all pipes, etc., were installed, it was to be permanently bolted and riveted.

After the bridge company had placed all the floor beams in position, and, according to the evidence produced by the defendant, had bolted all of them to the brackets, the work of that company was temporarily suspended in the winter of 1917-1918, and was not completed until some time after the accident hereinafter referred to.

In the spring of 1919 the steel company notified the Yariety Company that it was ready for it to proceed with its work of installing the gas main, and accordingly the Yariety Company sent a number of its employees, one of whom was Harry Alies, to perform its contract. The gas main was a large iron pipe, about four and a half feet in diameter, and had been shipped to the defendant’s building in sections from thirty to forty feet long, which weighed about three and a half tons. In order to get these sections of the main into the basement of the building, where, as we have said, the main was to be installed, the Yariety Company, with the permission of the defendant, moved four of the floor or I-beams located about the center of the building, and by means of an electric crane belonging to the defendant, located in the top of the building about twenty-five feet above the floor beams, lifted the sections into the building and lowered, them into' the cellar or basement. After the sections of the main had been placed in the basement, the floor beams that had been removed for that purpose were replaced and rebolted by the employees of the Yariety Company, and they then proceeded to distribute the sections of the main in each direction. This was also' accomplished by the use of the electric crane, to which was attached a cable, with a hook on the lower end of it. A “sling” was placed around the section of the main to be moved, and then carried up between the floor beams and connected with the hook on the cable. The floor beams were from five to ten feet *317 apart, and after the sling was connected with the hook o<n the cable, upon a signal from one of the workmen to the man operating the crane, the pipe or section would be lifted by tlie crane and moved in the direction desired until it came to- the next floor beam, when, upon another signal, the crane wo-uld be stopped, the pipe lowered, and the sling unhooked and passed under the beam to the other side and again attached to the cable, when, upon another signal, the pipe would be lifted by the crane and moved forward to the next floor beam, and the same operation was repeated each time a floor beam was reached. This method -of moving the sections of the main, according to the plaintiff’s witnesses, required care on the part- of those using it, and one of them testified: “If we get tight up against that I-beam with the heavy strain, we are liable to bend the I-beam, * * * with a heavy load on if it (the cable) strikes the I-beam pretty hard it will damage the building and sheer tbe cable/’ or it might “bend the bolts and knock the I-beam down.”

On the day of the accident Harry Alios had charge of the sling around 1lie sections of the main, and when the crane would stop, and the sling was unhooked from the cable, he would pass it under the beam to the other side and up to- the man standing on the beam to- be hooked to the cable again. In doing this he stood on top o-f the section of the main or pipe in order to reach the- man above him, and remained there to keep the kinks' out of the sling until it and the cable became taut. They had moved a section of tbe p-ipe or main about fifty feet from where the section had been placed in the basement, and bad passed six or eight of tbe floor beams, when, while Alies was still standing on the main, the sling or cable struck the floor beam above him and knocked or pulled it off tbe bracket, and in falling it struck him on the foot and cut off two of his toes. It is not entirely clear from the plaintiff’s evidence whether the cable or sling struck the beam before the crane bad stopped, or lifted tbe beam after tbe cable had been attached again on the other side, but, ac *318 cording to the testimony of Alies, the accident occurred after the sling had been passed under the beam and attached to the cable on the opposite side, and after the signal had been given to the crane man to start. He says it occurred before the section of the main was lifted by the crane from the floor of the cellar.

The plaintiff offered evidence tending to show that the beam that fell had not been bolted to the bracket; that the pressure of the cable on the beam was too light to have displaced it had it been bolted; that the beams which were removed by the employees of the Variety Company had all been bolted and riveted, and that they had every reason to assume that the beam in question was also bolted; that it was too dark in the basement for Alies to notice that the beam was not bolted, and that there were boards and other material on top of the beams that prevented the employees from seeing the end of the beams resting on the brackets. The defendant, on the other hand, offered evidence tending to show that the floor beams had been placed in position temporarily, and that the work could not be completed until all the pipes and machinery in the cellar had been installed, but that all of the floor beams had been bolted, and would not have been sufficiently secure to enable persons to walk or stand on them unless they had been bolted.

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Bluebook (online)
115 A. 59, 139 Md. 313, 31 A.L.R. 1021, 1921 Md. LEXIS 162, Counsel Stack Legal Research, https://law.counselstack.com/opinion/bethlehem-steel-co-v-variety-iron-steel-co-md-1921.