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EASy Reference Guide - S38SX

Service Bulletin

Calculating the Outrigger Load

After you find an appropriate spot to set up the unit, you 

must provide a stable base for the outriggers. If the site 

you have chosen does not have stable soil conditions, 

select a different site. Under no circumstances should 

you compromise the stability of the unit by setting up on 

unstable soil.

The following chart can be used as a guideline to help 

you determine the load-bearing capacity of various soil 

types. If you do not know what type of soil is on your job 

site, the site manager may be able to tell you.

Soil Type

PSI

Virgin ground

22

Asphalt

29

Compressed, crushed stone

36

Clay/silt soil, firm

43

Mixed granular soil

51

Firm, compacted gravel

58

Firm, compacted gravel (more compacted)

72

Firm, compacted gravel (more compacted, 

class V)

109

Brittle, weathered rock

145

To determine the load your outriggers will impose on 

the soil, divide the total force of the outrigger (shown on 

a decal on the outrigger leg) by the number of square 

inches of soil contact:

Soil pressure (PSI) = total outrigger force (lbs)  ÷ area 

of soil contact (sq. in.)

total outrigger force (lbs)

=

Soil pressure (PSI)

area of soil contact (sq. in.)

98419619

43,800 

LBS

195 (KN)

MAX. OUTRIGGER LOAD

Figure 15

Outrigger load decal (located on outrigger leg)

Outrigger Calculations

The front outrigger decal on the S38SX shows a max-

imum force of 43,800 lbs. The steel outrigger pads are 

9.4 inches in diameter (70 sq in.). Dividing 43,800 by 70 

gives a soil pressure of 626 PSI:

43,800 (lbs)

=

626 (PSI)

70 (sq. in.)

As you can see from the Soil Type chart, the steel 

pads are not big enough to be used by themselves on 

any of the soil types listed. This is why the unit comes 

equipped with dunnage pads The pads are approxi-

mately 24” by 24” (576 sq in.). Now divide the maximum 

force of 43,800 by 576:

43,800 (lbs)

=

76 (PSI)

576 (sq. in.)

The pressure of 76 PSI is suitable for firm, compacted 

gravel (more compacted, class V). If you had to set up 

on virgin ground, asphalt, or one of the other soil types 

listed, you would need to use additional cribbing.

24”

24”

Figure 16

Dunnage Pads provided with unit.

Содержание EASy S38SX

Страница 1: ...lt If you receive a serious fault that effects the safe opera tion of the machine the placing boom will stop remote box will be disabled and the horn will sound The mes sage Safety Shutdown is display...

Страница 2: ...hut off but the message will still appear Press the QUIT button again to clear the fault message The boom can now be operated normally Machine Safety Stop Machine not correctly stabilized 18 09 18 ddm...

Страница 3: ...ecure the front outrigger with the outrigger lock OFF Figure 3 Fully extend outriggers on the working side Extend the front outrigger on the non working side until you hear the horn beep twice Lower t...

Страница 4: ...40 41 40 2 150 40 150 40 0 Joint D dependence on joint E The boom sensor system will not allow joint D to be moved until joint E has been opened 41 If you attempt to move joint D before joint E is op...

Страница 5: ...teps 1 Raise boom section 1 Figure 9 Raise boom section 1 Figure 10 Slew boom into the working area Figure 11 Fold out boom section 2 Figure 12 Fold out boom section 3 Figure 13 Fold out boom section...

Страница 6: ...gger shown on a decal on the outrigger leg by the number of square inches of soil contact Soil pressure PSI total outrigger force lbs area of soil contact sq in total outrigger force lbs Soil pressure...

Страница 7: ...ches required to support the outrigger Con sult the table below and select a cribbing size slightly larger than required In this example we recommend a Cribbing size of 40 X 40 1600 sq in Square inch...

Страница 8: ...8 EASy Reference Guide S38SX Service Bulletin...

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