HomeMy WebLinkAboutSPECIFICATIONSSpecifications : 6,000 lbs. through 40,000 lbs.
Note: Cable strength based on 20 % of the rated breaking strength of a new cable.
Cape*8000
'A"6eamLength
SQaO
12-8" 12'-6'
10000 S
13000
16000#
160004 200000 24000 ti
27M f
35000 ti
40000 2
Gaiv, Steel oriveshaft
Schedule 40 Schedule 40
12:-6'
Schedule 40
12'•6"
Schedule 40
12'•6'
Schedule 40
15, 1& 16
Schedule 80 Schedule 80 Schedule 80
15,
Schedule 80
72"
Schedule 80
72"
D"hall t.Q•
1.6 1.6
1.6
35
1.5
1.5 1.5 1.5
Schedule 80
Ca111e dia. Work load
.313" .313"
.313"
.313"
313"
313" 375° 376'
1.5
375'
1.5
375'
1.5
Cebu Length
17, 31'
31'
31'
31'
31' 34' 34'
34
.376,
CAble Contig¢ratlon
"CS "Channel Section
1 Pert 2 Part
5" a 2.212 Ib,ti 5" a 2.212 .W
2 Part
6" a 2.834 Wit
2 Part
7" ® 3,205 Wit
2 Part
T a 4,715 Ib/ft
2 Part 2 Part 2 Part
7' @3.205lb/ft 7" a 4.716 Ib/fl 8" 5,787
2 Part
34'
2 Part
"
34'
2 Part
I Beam Section
B by4.a 4,03 ib 8 hy4 4,7 Itilft
8 by 5 6.18t If11R
Ibs
8 by 5 @7.0231b1ft 10 by 6 @6.646 Win 10 by 6+a10,286 Ibalrt 10 by 6 @10,206lbaltt 10 by 6 010.266Ibelft
8" 25,787 tbelft
12 by 7
7 a 4.715 Ibfft 7 - a 4,715 Wit
1seam LengB1
11' it'
12'•8"
12'-B'
t4'
W 1B'
Q14.20lbsA
10 by6 @10.280lbele 12
h 7 14.29 Ihsift
Gearbox
Odor HP
d/ 2 a 36009
E27
2 35M
2 a 4M
2 ®45M
16'
2 a 4WU 2 a 70005 2 a 700W
16,
2 9 70000
18'
4 a 7000ta
18'
4(0 70001E
Min, Piling Size
HP. 2 1 HP.
8 tn, dia 8 in. dia
2 a .75 HP.
2 1. HP.
2 (� 1 HP, I"thont°I
2 7 HP. rah m�r� 2 ®1,5 HP.r�m ma"et 2 1.6 HP, l" mm,k�I
2 1.5 HP. Ohl" m,N°l
4 1 HP.Nt,r,ma�ol 4
1.6 HP. (winEreio)
Dinreshaft bearings: Aluminum with Grease Zerks
10 In dia
10 In dia
10 in. die
101n, dia t01n. dia 10 In. dia
10 in. dia
10 in. dia
10 in, dia
All Fasteners:
All Structure:
,5"stainless steel unless otherwise specified.
6061-16 aluminum unless otherwise specified.
,
I
I CS
O
Ll
Al gables:
Stainless steel @ 5116" or 3/8 "
dia.
"
°
A0 Sheaves:
Machined 6061-T6 round bar
1" by .76" bronze
bushing.
,5 SS
typ•
thru bolts
This structure can withstand wind speeds
Pile bracket
of 180 miles per hour exposure "p" per
ryp�
and
>3earin� Houaino
Drive Shaft6ectiori
Tvolcal Cradle end Detail
*'channel @ 1.8 #
201 T Florida Building
Code - 6th edition.
__ __ __ _
-
.5 thru bolts
-Bearing Housing
End
Pile
ED
rDrive Shaft
Pile for
16K to 27k
Lifts Only
End
Pile
rue mounana o®tan
A A--
Plan Vigor 3� 000 & 4q qq0 Beat LiftOniv
BOATUrFrIlc
866 Cape Cora/ Parkway E. Ci ape C®ra/, FL 33904® �A151.'
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