Brown v. B & G Crane Service, Inc.

194 So. 2d 746
CourtLouisiana Court of Appeal
DecidedApril 14, 1967
Docket2256
StatusPublished
Cited by19 cases

This text of 194 So. 2d 746 (Brown v. B & G Crane Service, Inc.) is published on Counsel Stack Legal Research, covering Louisiana Court of Appeal primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Brown v. B & G Crane Service, Inc., 194 So. 2d 746 (La. Ct. App. 1967).

Opinion

194 So.2d 746 (1966)

Raymond BROWN et al.
v.
B & G CRANE SERVICE, INC. and/or Sun Erection Co., Inc., et al.

No. 2256.

Court of Appeal of Louisiana, Fourth Circuit.

July 5, 1966.
On Rehearing February 13, 1967.
Writ Refused April 14, 1967.

*747 Ralph E. Orpys, New Orleans, for plaintiffs-appellants.

Henican, James & Cleveland, C. Ellis Henican, Jr., New Orleans, for Jack O'Shea, plaintiff-appellant.

Christovich & Kearney, Lawrence J. Ernst, New Orleans, for intervenor-appellant.

Adams & Reese, Thomas J. Wyllie, New Orleans, for defendants-appellees.

Before YARRUT, SAMUEL and BARNETTE, JJ.

BARNETTE, Judge.

This suit arises out of an industrial accident, March 15, 1963, in which Raymond Brown and Jack O'Shea, both ironworkers, were injured while in the employ of George Construction Company. Great American Insurance Company, compensation insurer of George Construction Company, made substantial payments of workmen's compensation to each of them.

Brown and O'Shea brought this suit in tort against B & G Crane Service, Inc., alleging that the proximate cause of their injuries was the negligence of a crane operator in the employ of B & G. Great American intervened seeking judgment against B & G for the sums paid by it to plaintiffs in compensation and medical benefits. Defendants filed a motion for summary judgment which was granted by the trial court on the authority of Truitt v. B & G Crane Serv., Inc., 165 So.2d 874, decided by this court in 1964. An appeal was taken from the summary judgment dismissing plaintiffs' suit and the intervention, and this court reversed the lower court and remanded the case for trial, Brown v. B & G Crane Serv., Inc., 172 So.2d 708 (1965).

After trial on the merits on remand, judgment was rendered in favor of defendants dismissing plaintiffs' suit and the intervention based upon two findings, namely: (1) that defendant's crane operator was not negligent; and (2) that he was a borrowed servant and our decision in Truitt v. B & G Crane Serv., Inc., supra, was controlling. The first finding was one of fact, and the second was one of law.

George Construction Company was engaged as a subcontractor in the erection of a structural steel frame for a building at the Delgado Trade School in the City of New Orleans; Brown and O'Shea, skilled *748 ironworkers, were employed by it on that job. George Construction Company entered into a verbal contract with B & G Crane Service, Inc., for the rental of a 35-ton crane at an hourly rate for use in lifting and placing the structural steel. An experienced crane operator and an oiler were furnished with the crane as a part of the agreement.

In the course of the erection of the steel frame of the building it became necessary to lift and secure in position atop a row of steel supporting columns trusses for the framing of the roof. These trusses were triangular members measuring approximately 115 feet in length and 20 feet from the base member to the apex. They weighed approximately four tons each. Between these roof trusses was to be placed an "X" brace in a position parallel to the outer walls, thus making the roof trusses rigid and secure.

The first truss was lifted into position and bolted on each end by the ironworkers, known in the trade as "connectors." Before the second truss could be raised and secured with "X" bracing between it and the first truss, it was necessary to secure the first truss temporarily with steel cables attached to it at or near the apex and extended in opposite directions to anchor posts. These cables or guy lines were made taut by means of a turnbuckle at the anchor end of each one. One of these guy cables extended out from the building and was attached to an iron post. The other extended into the framework of the building and was anchored to one of the perpendicular columns.

The plaintiffs Brown and O'Shea climbed to the top of the first truss and were in position to receive and connect the "X" brace, which was to be hoisted into position by the jib line of the crane after the second truss was hoisted and held in position by the load line of the crane. Other connectors were to receive and connect the second truss to its supporting columns.

The second truss had been raised and was being lowered into position when it came in contact with the guy cable anchoring the first truss to one of the vertical columns. The cable was in such position as to prohibit the truss from being lowered into position—that is, the cable passed through the triangular plane which the truss would ultimately occupy. Of all the witnesses, only the crane operator denied that the truss came into contact with the guy cable, and we find as a fact that it did make contact with such force as to place great stress on it and to cause an equal stress to be placed on the opposing guy cable.

At this point a manila rope was thrown up to Brown and O'Shea who tied it to the top of the truss; the other end of the rope was tied to the crane. This rope was to serve as a substitute guy line so the guy cable could be loosened at the turnbuckle, permitting it to slack and hang below the point of interference with the truss being lowered into position.

There is some disagreement among the witnessees as to whether the truss was allowed to remain in contact with the guy cable or whether it was raised above the cable. Also, there is some dispute as to whether it was again lowered, thus coming in contact with the guy cable the second time. The preponderance of the evidence supports the conclusion that it remained in contact with the guy cable and continued to put great stress on the cable. This is evident from the fact that at the point of contact the cable was held in a tight angle as opposed to extending in a straight line or hanging in a slight curve between the two attached ends. There is little or no dispute that when contact was made with the cable the truss to which it was attached and on which Brown and O'Shea were perched was pulled in that direction, thus placing a great stress on the opposing cable. At this point A. J. Stockfelt, the building foreman for George Construction Company, went to the turnbuckle to loosen it in order to allow the cable to slack, or drop out of the way of the truss. Stockfelt testified *749 that at this time the crane operator had lifted the second truss two or three feet above the cable and was holding it in that position. All other witnesses, except the crane operator who denied that it ever came into contact with the cable, testified that the second truss remained in contact with the cable until the cable suddenly came loose causing the first truss to fall in the opposite direction.

We must conclude that the preponderance of evidence supports the factual finding that the cable was in contact with the truss and under great stress when Stockfelt attempted to release the turnbuckle. Stockfelt admitted that his attention was being given to the turnbuckle and that his back was toward the truss in question. For this reason his testimony on the question of contact is not as persuasive as that of all the other witnesses. Furthermore, this conclusion is supported by the fact that when Stockfelt had loosened the turnbuckle to the last few threads, it suddenly pulled loose or came apart, thus clearly indicating that the cable was under great stress.

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Bluebook (online)
194 So. 2d 746, Counsel Stack Legal Research, https://law.counselstack.com/opinion/brown-v-b-g-crane-service-inc-lactapp-1967.