10-16
+,
The chassis weight, before the crane is mounted, is
intended for use only as a guideline in determining the
total weight required for the unit to be stable with an 85%
tipping factor (i.e. when lifting capacity load, the unit is
at 85% of tipping or less).
In order to ensure the stability of the unit with an
85% tipping factor, a live load stability test must be per-
formed on each completed unit. Proceed as follows:
1. Test the unit for stability on a firm level surface.
2. A Series 900A crane requires RSOD stabilizers
for stability. With the boom stowed, set the unit
up level on the outriggers and stabilizers.
3. When stability testing this unit, select the load at
the specified boom extension and radius listed
below.
6 %% %%
!% $& %'
969A 49’ (14.9 m) P
$ P P
$ P P
$ ¶P ¶P
7KHVWDELOLW\WHVWORDGZLOOEHWLPHVWKHORDG
FKRVHQIURPWKHORDGUDWLQJDUHDRIWKHFDSDFLW\
FKDUW
K6*X[
%RRP/HQJWK P
/RDGHG5DGLXV P
/RDG5DWLQJ OENJ
6WDELOLW\7HVW/RDG [OENJ
OENJ
,QFOXGHVZHLJKWVRIVOLQJVDQGGRZQKDXOEORFNV
%HVXUHWKHVWDELOLW\WHVWZHLJKWLVDFFXUDWH$
LQFUHDVHLQVWDELOLW\WHVWZHLJKWZLOOPHDQXS
WRDLQFUHDVHLQFRXQWHUZHLJKW([WHQGWKH
ERRPWRWKHPD[LPXPERRPOHQJWKDQGZLQFK
WKHVWDELOLW\ORDGRIIWKHJURXQG6ORZO\ERRPWKH
ORDGGRZQ VRWKHORDG ZLOOVZLQJRXW XQWLOWKH
ORDGHGUDGLXVLVUHDFKHG$VWKHERRPLVORZ
HUHGNHHSZLQFKLQJWKHORDGXSWRNHHSLWDERXW
LQFKHVRIIWKHJURXQG
$K%%%%'8
6ORZO\URWDWHWKHERRPWKURXJKRXWWKHZRUNDUHD
$VWKHERRPLVURWDWHGWKHERRPZLOOKDYHWREH
UDLVHGDQGRUORZHUHGWRPDLQWDLQWKHORDGHGUD
GLXVEHFDXVHRIVXEEDVHIOH[XUH
2QXQLWVQRWHTXLSSHGZLWKIURQWVWDELOL]HUVWLS
SLQJIURPVWDELOL]HUVXSSRUWWRIURQWZKHHOVXS
SRUW ZLOO RFFXU DV WKH ORDG RU ERRP LV VZXQJ
DURXQGWKHIURQW'RQRWDWWHPSWWROLIWUDWHGORDGV
DURXQGWKHIURQWRIWKHWUXFNXQOHVVWKHXQLWLV
HTXLSSHGZLWKDIURQWVWDELOL]HU
$*2&$3$%$&
56%^'%%4&'4&$j6'$
5%%'$%36$&'$%%4&&<7
$5$)8
,IVOLJKWWLSSLQJRFFXUVEXWORDGFDQEHNHSWIURP
FRPLQJLQFRQWDFWZLWKJURXQGE\ZLQFKLQJWKH
ORDGXSXQLWLVVWDEOH,IQRWFRXQWHUZHLJKWLQJ
ZLOOKDYHWREHDGGHGWRJHWXQLWLQDVWDEOHFRQ
GLWLRQRUGHFDOPXVWEHDGGHGWRGHILQHDUHDVRI
IXOOVWDELOLW\DQGDUHDVRIUHGXFHGFDSDFLW\EH
FDXVHRIVWDELOLW\,IWKHXQLWLVHTXLSSHGZLWKD
MLEWKHVWDELOLW\WHVWVKRXOGEHUHSHDWHG8VHWKH
IXOO\H[WHQGHGMLEFDSDFLW\PXOWLSOLHGWLPHV
DWWKHORZHVWDQJOHWKDWWKHMLELVUDWHGIXOO\H[
WHQGHG
:KHQDGGLQJFRXQWHUZHLJKWWRWKHYHKLFOHLWLV
XVXDOO\PRVWHIIHFWLYHZKHQDGGHGDVFORVHWR
WKH FUDQH DV SRVVLEOH $IWHU DGGLQJ FRXQWHU
ZHLJKWWKHDERYHSURFHGXUHPXVWEHUHSHDWHG
WRLQVXUHWKHDGGHGFRXQWHUZHLJKWLVDGHTXDWH
,IXQLWLVQRWVWDEOHDURXQGWKHWUXFNDGH
FDOPXVWEHDGGHGVKRZLQJWKHZRUNLQJDUHDDF
FRUGLQJWRVWDELOLW\
Reference Only