REV REV.

CHANGES ECO # NAME DATE 30358098 A

30358098
A See ECO 36276 SJC 1-23-02

Total extended length = 113'-8" (34.65m)

16,400 lbs.
30’-7" Lifting eyes
Tower & boom
LOAD IMPOSED ON FLOOR SLABS WITHOUT COUNTERWEIGHT
Operation M V W Floor Slab Thrust
30 HP hydraulic Position Max. Vertical Load Wind Pressure Ho Hu
power unit 5'-3"
440/60/3 40 amp Boom assembly including power Moment (lbs.) (lbs.) (lbs.) (lbs.)
pack, turret, tower, and boom: (ft.-lbs.)
3'-10" order P/N 30406817.
Platform
Boom pipeline to be specified In operation 817.800 40,100 2,000 73,100 71,100
8'-2" x8'-3"
See 30357239
and ordered separately. Not in operation 286,700 32,200 5,400 30,300 24,900
Max. Winds >50 Winds
Building MPH <50 MPH
Turned 45˚ Height Max. Free Max. Free LOAD IMPOSED ON FLOOR SLABS WITH COUNTERWEIGHT
Standing Standing
Mast 32"
Height Height
Operation M V W Floor Slab Thrust
See Drawings
30360500 through 65 -7 39 -4 39 -4 Position Max. Vertical Load Wind Pressure Ho Hu
30360504. 328 -0 27 -10 39 -4 Moment (lbs.) (lbs.) (lbs.) (lbs.)
Over 23 -6 39 -4
328 -0
(ft.-lbs.)
M
In operation 609,200 56,600 2,700 64,700 62,000
Ho W Not in operation 316,700 47,900 7,300 39,500 32,200

Min. floor spacing

without jib
V 11' 6" 1. Operation loads assume a max. wind of 50 mph.
Cross pin Min. floor spacing 2. Vertical loads, which include some dynamic factors, are as follows:
30357032 with jib
9' 10"
A. Basic unit including booms, tower, and power unit = 16,400 lbs.
Clamp-style floor B. Platform, mast 59 -0 (18m) = 12,500 lbs. (170 lb./ft.) (9,300 lbs. 39 mast)
frame 30357233 Hu
C. Floor frames 700 lbs. ea. X 2 = 1,400 lbs.
18" min. D. Concrete in delivery pipe = 4,050 lbs.
Md 3. In operation loads include the not-in-operation (static) loads plus the
dynamic loads from pumping concrete.
Need bolted bottom flange 4. Support floors as required from loads given.
for cross frame.
See Drawings
5. See Drawing 30357233 for recommended layout for slab opening.
30360501 and Foundation frame
30360503 with hardware Md = 55,000 ft.-lbs. maximum slewing torque from the booms on the mast.
30357994

Anchor bolts
NOTE: For any additional information, contact Schwing Engineering Department.
by customer
Subsidiary of
Firedrich Wilhelm
Schwing GmbH

KVM 39X/41X (32" MAST) LOAD CHART

CLAMP STYLE FLOOR FRAMES
Use foundation frame with
one floor support DRAWN BY ASSEMBLY NO. SIZE

CHECKED BY DATE
DWG NO. REV.
SHT
1-1-86
APPROVED BY SCALE PLOTTED
1=1
1 OF 1 30358098 A
 REV REV. CHANGES ECO # NAME DATE 30358097 A

30358097
A See ECO 36276 SJC 1-23-02

Jib frame Assy 30406278

2,150 lbs. Total extended length = 113’-8" (34.65m)
Optional - Concrete (frame only) 8,000 lbs. 9,700 lbs. (1B, 2, 3, & 4 booms)
Counter balance (1A & reservoir) 30’-7"
by customer Walkway far side Lifting eyes
per drawing for split boom
30309272 LOAD IMPOSED ON FLOOR SLABS WITHOUT COUNTERWEIGHT
Operation M V W Floor Slab Thrust
4,500 lbs. each
x 3 = 13,500 lbs. 5'-3" Position Max. Vertical Load Wind Pressure Ho Hu
Boom assembly including power
Moment (lbs.) (lbs.) (lbs.) (lbs.)
pack, turret, tower, and boom: (ft.-lbs.)
Platform 3'-10" order P/N 30406818.
8’-2" x 8’-3"
Boom pipeline to be specified
In operation 833,600 41,800 2,000 74,500 72,500
See 30357239 and ordered separately. Not in operation 294,800 33,500 5,300 31,000 25,600
Max. Winds >50 Winds
Building MPH <50 MPH
Turned 45
Height Max. Free Max. Free
LOAD IMPOSED ON FLOOR SLABS WITH COUNTERWEIGHT
Mast 32"
See Drawings
Standing Standing Operation M V W Floor Slab Thrust
30360500 through
Height Height Position Max. Vertical Load Wind Pressure Ho Hu
65 -7 39 -4 39 -4
30360504.
328 -0 27 -10 39 -4 Moment (lbs.) (lbs.) (lbs.) (lbs.)
Over 23 -6 39 -4 (ft.-lbs.)
M
328 -0 In operation 624,600 58,200 2,700 66,200 63,500
Ho W Not in operation 316,500 49,200 7,300 39,500 32,200

Min. floor spacing 1. Operation loads assume a max. wind of 50 mph.

without jib
V 11' 6"spacing
Min. floor
without
Min. floor jib
spacing 2. Vertical loads, which include some dynamic factors, are as follows:
Cross pin
11-’6"
with jib A. Basic unit including booms, tower, and power unit = 17,700 lbs.
30357032
9' 10"
Clamp-style floor B. Platform, mast 59 -0 (18m) = 12,500 lbs. (170 lb./ft.) (9,300 lbs. 39 mast)
frame 30357233 Hu C. Floor frames 700 lbs. ea. X 2 = 1,400 lbs.
18" min.
D. Concrete in delivery pipe = 4,050 lbs.
Md 3. In operation loads include the not-in-operation (static) loads plus the
dynamic loads from pumping concrete.
Need bolted bottom flange
for cross frame. 4. Support floors as required from loads given.
See Drawings Foundation frame
30360501 and
30360503
with hardware 5. See Drawing 30357233 for recommended layout for slab opening.
30357994

Anchor bolts Md = 55,000 ft.-lbs. maximum slewing torque from the booms on the mast.
by customer

NOTE: for any additional information, contact Schwing Engineering Department.

Subsidiary of
Firedrich Wilhelm
Schwing GmbH

KVM 39X/41X LOAD CHART - 32" DIA. MAST

Use foundation frame with CLAMP STYLE FLOOR FRAME
one floor support WITH SPLIT BOOM
DRAWN BY ASSEMBLY NO. SIZE

CHECKED BY DATE
DWG NO. REV.

1-1-86 SHT

APPROVED BY SCALE PLOTTED

1=1
1 OF 1 30358097 A