The Lakewood Company, a fairly large manufacturing firm, has designed, manufactured and
sold hundreds of self-contained storage/retrieval systems which are used for storing heavy
parts such as dies, which must intermittently be taken from storage and used elsewhere in
the plant. The system consists of two large sets of storage racks, facing each other, with
an integral crane that runs between them on 2 bridge crane girders on the top back edges
of the storage racks (see Figure 1).
The crane has fork-lift appendages that can slip under a pallet on any of the several
levels of the storage racks, retrieve a pallet off the shelf, retract the pallet into the
aisle, rotate it parallel to the aisle, and move it to the end of the storage racks. The
pallet is subsequently placed at the end of the aisle on the ground for pickup by a
wheeled fork lift and transportation to its final destination.
The Buchannan company, a large construction vehicle manufacturer, purchased one of
these Lakewood "Hi-Stak" units and was using it extensively until one of their
employees, West Michaels, had an accident and was seriously injured while operating the
crane. (See the appended accident report written by Buchanan.)
According to eye witnesses, West had retrieved a 1,460 pound die from the top shelf,
and was pulling it to the end of the aisle. The load was well within the crane's
advertised limit of 2,000 pounds. The next thing West knew, as stated in the accident
report, he was thrown about 20 feet. His next recollection was awakening in the hospital
The accident caused the crane wheels on the back side of the pallet to be pulled free
of the lower flange of the A588 steel W6X12 girder on the left side. (See Figures 2 and
Buchanan Dies, Inc.
Facility: EAST PEORIA
Date June 22, 1994
Department: Plant Engineering - KK- 1
Attention: Dick Berger
From: Ted Jackson
cc: T. K. Essington, KK-l
Ken Towles, HH Facilities Services
Dave Monroe, Purchasing, A1
Robert Hennelly, Meg., Tl
Subject: ACCIDENT INVESTIGATION - Building HH:20E
A. Accident description:
A Buchanan employee, West Michaels, was injured on May 23rd, 1994 while performing his
duties as a FMS operator on the HH Track Shoe line. He was using a Lakewood
"Hi-stak" self-contained storage/retrieval system to store fixtures and dies.
The system consists of a top running crane supported by storage racks on each side. The
trolley/stacker unit fell to the floor throwing Mr. Michaels about 20 feet. The crane was
loaded with a pallet and die weighing a total of 1460 pounds which is well below the
system rating of 2000 pounds.
B. Summary & Conclusions:
The employee was doing his job using the tools and procedures provided to him by
Buchanan. Buchanan had purchased the unit as a self-contained system from Lakewood, Inc.
through their representative Fogerty Brothers Company. The 2 bridge crane girders were
obviously too weak to keep the trolley unit in its proper position during normal loading.
Our structural calculations, based on the known live and dead loads without adding impact,
show that the one girder was overloaded. The girder was not stable under load and
deflected laterally enough to allow the trolley wheels to slip off the girder flange. The
crane girders must be reinforced for vertical load. The lateral loading caused by the
trolley wheel position on the crane girder bottom flange should be reduced or the girder
must also be reinforced for lateral stability. Safety lugs mounted on the trolley unit and
over the crane girders should also be installed. Lakewood will design the changes and
obtain our agreement on the design. Buchanan HH Facilities Services personnel will make
the changes at the direction of Lakewood's serviceman.
We will also work with Stans-Vixen to verify the safety of their similar type storage
C. Detailed investigation & findings:
The following is a complete history of all my contacts with Lakewood and others that I
have received or made since this accident occurred. I have also listed other activities
completed during this time period.
Wednesday, MAY 23rd
1. On Wednesday, May 23, 1994 at 8:47 a.m. a Buchanan employee, West Michaels, was
injured while using an Lakewood "Hi-stak" storage/retrieval system. A copy of
the accident report is enclosed.
2. 10 am - I went to HH20E to investigate the accident. The crane trolley had slipped
out from between the two crane girders and fell to the shop floor. The load was high above
the floor and behind the south girder at time of failure. The evidence at the accident
scene indicated that two trolley wheels had slipped off the south girder first. The weight
of the load caused the trolley mast unit to pivot about the front girder. The mast swung
up striking Mr. Michaels and throwing him about 20 feet north. Fortunately, he was thrown
clear of the falling equipment. See also my notes on physical dimensions taken of crane
unit, and photographs taken at the scene of the accident.
3. 11:40 am - Dennis Pond reported that the die that fell actually weighed 1285 pounds.
4. 12:32 pm - Ron Fox left a message that the die pallet weighed 175 pounds. Therefore,
actual total weight of die and pallet of 1460 pounds is much less than the rated system
load of 2000 pounds.
5. A drawing file search found 3 drawings on this "purchased finished"
Lakewood system as follows:
PE15000-L8 Die Storage Loads Layout
PE15000-L12 Area Layout including Die Storage Area
PE15000-S26 Lakewood proposal drawing. FMA-22393
These drawings were used to install the storage system and do not include any details
on the components of the system.
6. 12:47 pm - Dennis Pond expressed a concern about the rack structure also moving when
the stacker crane travels.
7. 1:53 pm - At his request, I updated Larry Lindsey of Y3 Safety on the accident. He
was interested in the proper technical terminology for the crane storage system.
8. Purchasing notified Tom Damman at Fogerty Brothers Company of the accident. Fogerty
sold Buchanan the Lakewood system in 1986. It has been used successfully and without
incident until now. Tom made arrangements to get Lakewood people in as soon as possible.
Dave Monroe, Tom Damman and I visited the accident site in the afternoon.
9. 7 pm - I inspected 3 similar Stans-Vixen units in building KK. See enclosed data
sheet for summary units at buildings KK31B, KK37A and KK48A.
Thursday, MAY 24th
10. 7:57 am - Dave Monroe called to say Lakewood will be here today.
11. 9 am - Lakewood representatives Nick Magotta (District Sales Mar.) and C. R. (Dick)
Johnston (Customer Service Rep.) and Mark Witt from Fogerty Brothers visited the accident
site with Dave Monroe and myself. We met in a conference room and agreed to the following
plan of action:
1) Lakewood will proceed to repair the trolley unit.
2) Lakewood will investigate installing safety lugs or beams on the trolley unit to
prevent a similar accident in the future.
3) Lakewood will check the need to reinforce or rework the bridge crane girders.
4) Lakewood to verify if this system was a standard unit or a specially designed unit
for Buchanan's needs. (Sue later found that this 8 foot 3 inch wide aisle unit was one of
Lakewood's standard units.)
5) Lakewood to inform us of the timing (schedule) and who will do the actual repair
work. Buchanan to write a B94 account work order to accumulate our costs for possible back
charging to Lakewood at a future date. Lakewood said they were no longer in this storage
unit business and had sold the division to MBT Systems. They said it would take a few days
to locate the original drawings for this system. We also agreed that all contacts must be
coordinated through Dave Monroe in Buchanan purchasing or his designated person.
12. Phil Burroughs of HH provided a sketch of the trolley wheel dimensions. The
critical distance from the small guide roller to the edge of the trolley wheel tread on
the crane girder is only 1 and 5/16 inches. The tread radius reduces the wheel tread
contact width to 1 and 5/32 inches. See the sketch enclosed.
13. Dave Monroe telephoned Gene Kent of Crank Midwest Co. to express our concern about
the safety of similar Stans-Vixen units he has sold to Buchanan. Dave and I wanted Gene to
make arrangements with Stans-Vixen people to visit our plant and discuss the safety of
14. 1:20 pm - I expressed our concern about the safety of Stans-Vixen units to Vim
Joliat, Technical Sales Mgr. at Allentown, PA based our accident yesterday.
Friday, MAY 25th
15. 12:20 pm - Ken German called and I updated him on Lakewood's visit.
16. 2:10 pm - Ed Smith from General Business Services, Inc. in Springfield called to
make an appointment to see the accident site in HH. He said he represented Lakewood as a
"claims adjustment" service. He also said he was trying to reach Ken German to
set up the visit. I told Ed I would forward his request to Ken German.
17. 2:32 pm - Left message for Ken German about Ed Smith's request to visit accident
site on Tuesday May 29th.
Monday, MAY 28th - Memorial Day Holiday
Tuesday, MAY 29th
18. 10:30 am - Ed Smith here and visited accident site with Ken German after Ken
received advice from Tom Skowronski in Legal, G.O. to allow the visit. A set of 18
photographs were taken at the site and forwarded to Ed Smith via Legal.
19. 10:40 am - Vim Joliat from Stans-Vixen called and set up a conference call with me
and his people. He had Jack Remington and Bill Deveny in the room with him. We discussed
Buchanan's concern with their crane system design based on the accident we had on May
23rd. They said there were many of these units in use worldwide. They had experienced no
similar failures with their cranes. We discussed their structural design of the trolley
and crane units and they could see no problem. They mentioned a maximum trolley wheel load
of 3133 pounds on their 2000# rated load system. I expressed a concern about the torsion
load on their MC 6x12 ship channel girders due to the eccentric wheel loading condition.
They tried to convince me that their system design was good and I said we would probably
be calling them again for more information.
20. 11:29 am - Called Stan Hufford and arranged meeting to get information on the
Lakewood system from his file on purchase of the system in 1986-87.
2:04 pm - Stan Hufford called and we set meeting for today. Met with Stan at his office
and copied several documents about the system purchase and obtained his copy of the 1985
Lakewood system catalog. This system was ordered from Fogerty Brothers on 12-08-86 on P.O.
22. 3:20 pm and 3:52 pm - Discussed the accident and progress with Lakewood, first with
Ken German and then with Dave Monroe.
Wednesday, MAY 30th
23. 9:53 am - Gene Kent of Crank Midwest Co. (Stans-Vixen rep.) called and left message
he wanted to see me today.
24. Gene Kent met with me and gave me a list of 38 Stans-Vixen storage units sold to
Buchanan. These units were sold to our East Peoria plant, York plant, Aurora plant, and
Juliet plant. His list shows 29 units sold to East Peoria plant. He also included two
catalogs on the units.
Thursday, MAY 31st
25. I went to HH:20E and recorded additional dimensions needed to do structural
calculations on the Lakewood system. The rack system and aisle width were verified with
catalog data as originally ordered. 3:22 pm - Dave Monroe called to inform me that Dick
Johnson at Lakewood was having problems locating the storage unit drawings. He may have to
travel to Michigan on Monday to find the drawings at MBT Systems.
Friday, JUNE 1st
27. 12:35 pm - Dave Monroe called to say Jim McLeod would be my Purchasing contact next
week since Dave would be in Europe on business.
Saturday, JUNE 2nd
28. I dropped off to Ken German at Y3 a list of items discussed with Lakewood at the
5-24-94 meeting and other storage system information I had recently gathered from Stan
Monday, JUNE 4th ( I was sick & off work)
29. 12:59 pm - Angela Kemp from Public Affairs called and left message to set up a
safety video taping of the HH accident story for Friday, June 8th at 8 am.
Tuesday, JUNE 5th
30. 7:09 am - Jim McLeod called for update on Lakewood communications.
31. I received by U.S. mail additional data from Gene Kent of Crank Midwest Co. on the
Stans-Vixen Stak-System. The three pieces of literature covered 1) warranty information,
2) Stak-System installation & operation, and 3) Duff-Norton hoist operating &
maintenance instructions. 2:50 pm - Dick Johnson of Lakewood called to say he has found
the trolley drawings and they would be sent out today. He also verified that the crane
girder section is a W6x12 as we had suspected.
Wednesday, JUNE 6th
33. 8:52 am - Jim McLeod called to say Dick Johnson of Lakewood would be here at 10:30
am to visit the accident site again.
Friday, JUNE 8th
34. 8:00 am - JMS did engineering calculations showing the original design of the
Lakewood Hi-stack system to be inadequate under the design loads. The major problem is the
equivalent 813 pound lateral load on the W6x12 wide flange, which bends the section about
its weak axis. The wide flange is overstressed by 3.29 to 1.
End of Document
Ethical Issues in This Case
(INSERT 4 PARAGRAPHS BY ED H.)
1) Should Buchanan give approval to the modified Lakewood design?
Numerical Problem #1:
Using the AISC LRFD code specifications applicable to crane rails, determine the design
loads to which the rails could be subjected, and determine if the beam is acceptable by
AISC standards. The beams were W6x12 made of A588 steel, and you may make worst case
assumptions about direction and location of loading.
Numerical Problem #2:
Calculate the required lateral deflection of the wide flange assuming that the operator
was traveling as slowly as would be required to just barely cause the wheels to slip off
of the lower flange. Walk this speed. Would you consider this design safe to use?
Numerical Problem #3:
Using energy methods, determine a lower bound on how fast the crane must have been
moving to just barely cause the wheels to slip off. Would you consider this design safe to
Numerical Problem #4:
Calculate the expected lateral deflection of the wide flange assuming that the wheels
did indeed slip off of the lower flange, and that the operator was negligently running
with the crane, and failed to stop it before crashing into the end stops. Note that no
permanent plastic deformation of the crane rails was noted after the accident.
Numerical Problem #5:
Using energy methods, determine an upper bound on how fast the crane might have been
moving when the wheels sliped off. Does this change your opinion of the safety of the
design? Do you feel that it might have been possible that the operator could have caused
his own problems by moving too fast with the crane and running into the stops?
Numerical Problem #64:
Shown in figure 3 is a set of calculations provided by Buchanan which they feel proves
the original Lakewood design to be inadequate. What is in error about these calculations?
Why might using these calculations in court let Lakewood off the hook as regards their
Numerical Problem #75:
Against Buchanan stated safety procedures, and in direct violation of safety stickers
on the crane and listed in the user's manual, the load was transported fully raised, above
the operator's head, rather than having been lowered close to the floor immediately after
removal from the shelf. Did this operator behavior contribute in any way to the accident
and/or to the employee's injuries? Note that the employee was not struck by the falling
die, which was on the other side of the crane when it fell.
Numerical (Design) Problem #6:
a) What mechanical measures might you add to the HI-Stak unit to prevent similar future
accidents? (i.e., wheels slipping off flanges). Do you feel that the added expense would
be worth while? Should Lakewood voluntarily track down and retrofit the hundreds of
existing cranes they have sold, realizing that this is the first accident noted since
their introduction in 1986?
(b) What electronic interlock controls might you add to the crane operating controls to
prevent the circumstances that contributed to the accident?
Put the longitudinal tracks on front of shelves, thereby shortening the lateral
reinforce existing beams.
Numerical Problem #7:
How fast could a worker travel with the crane and hit the stops if beam safety hooks
are used? Assume that both beams will be pulled into complete plastic deformation for this
problem. Would you consider this a safe speed? Would you consider the design safe under
Numerical (Design) Problem #7:
Redesign the wide flange such that there will be no overstress under normal loading,
assuming that safety devices have been installed to prevent lateral disengagement of the
wheels under impact loading.
Interlake's Side of the Story
Against all safety precautions, Mr. Michaels was transportating the load at full height
above the floor, thus directly causing this accident. This is in direct violation of the
safety regulations of Buchanan, as well as the safety stickers prominantly displayed on
the crane, and in the user's manual. Further, Mr. Michaels took the required safety
classes in use of the equipment, where this requirement was emphasized. Loads are never
to be transported high, but rather lowered to the floor immediately after retrieval from
the storage shelves. We contend that this negligence was the full and complete cause of
this accident, for the following reasons:
a) Carrying the load level with the upper support beams would directly transmit
tremendous impact loads to those beams, should the operator negligently fail to stop the
crane and crash it into the stops. Our tests show that if the loads are transported close
to the ground, the crane merely swings up, reducing the impact loading at the top of the
crane to very low levels, greatly reducing the possibility that the wheels might
b) We admit that should someone crash the crane into the stops, they might actually
cause the wheels to come out of the tracks on the back side of the crane. However, should
this happen with the load low, the load will merely rotate the crane about 10 degrees,
until the pallet is directly under the engaged wheels, or until the load touches the
concrete floor. In either case, the rotation of the crane is slight, and rather than
propelling the operator across the room, he will probably not even be touched by the
However, should the wheels disengage with the load high, the load will rotate the crane
40 to 50 degrees before falling off of the forks. Just like a golf ball, the operator's
negligence might cause him to be struck and injured by the rotating crane.
c) Although we have no way of knowing how fast Mr. Michaels ran the crane into the
stops, it is apparant to us that it must have been at a significant speed. Statements by
Mr. Michaels' co-workers that he has caused several other accidents through carelessness,
and "hot-dogging" through the plant confirm this behavior. Further, the fact
several hundred cranes identical to this model have been in operation for 8 years
throughout the country demonstrates that the design is safe and reliable.
d) We have reviewed the calculations made by Buchanan concerning the minimum velocity
necessary to disengage the wheels, and would like to point out that this would indeed be a
minimum, and has no bearing on how fast Mr. Michaels was actually running at the time of
the accident. We would also like to note that although our calculations at this time do
appear to show a slight overload condition for the crane when operated at its rated load
of 2000 pounds, the 1460 pound load carried by Mr. Michaels would not overstress the
crane, according to AISC specifications.
Buchanan's Side of the Story
Buchanan Calculations Showing Beam To Be Poorly Designed
Calculations for wheel loading:
The maximum loading on the W6x12 beam is realized when the pallet and die are rotated
directly over one of the carriage wheels, as shown above.
The die and pallet live load rating is 2000 pounds, and can be up to 29 inches from the
center of rotation of the crane. The dead load of the crane itself is 1875 pounds, and is
located at the point of rotation of the crane. Using AISC-LRFD design procedures, the
factored live load, including a 10% allowance for impact (Section A-4.1 andA-4.2) is
Plive = 2000# * 1.6 * 1.1 = 3520#
The factored dead load = Pdead = 1875# * 1.2 = 2250# (no impact needed)
First, assume that the live die load is applied at the center of rotation. Then the
live load on each wheel due to central die load = 3520# / 4 wheels = 880#
Since the die load is actually off center, it causes a moment about line A-A:
Moment about line A-A = 3520# * 29" = 102.080 in lbs, which must be resisted by
wheels b and d. Since these wheels are on the hypotoneus of a triangle, they are
[(41/2)^2+(37/2)^2]^0.5 = 26.6 inches from the center of the crane.
Summing moments about wheel line A-A, to determine load on wheel "b":
Sum moments about line A-A = 0 = 3520# * 29" - wheel b load * 27.6" - wheel d
load * 27.6"
Assuming wheels b and d have the same load due to symmetry, Live load on wheel b =
1850#. The load
Calculations for equivalent beam loading:
P2 is the maximum calculated wheel load, which is 1" off center. PL is the
equivalent lateral load which gives the same torsional twist to the beam as did P2, when
P2 is moved to a direct shear position. This lateral load causes significant bending about
the weak axis of the beam, as shown in the calculations below.