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GHS Port Reference Center
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`Demonstrates crane stability - after DNV rules
project CRANEDNV
enter pm
title crane barge
units m
create hull
ends -50 50
bot 0
top 10
out 14
margin 0
/
create crane
class sail
cyl -15 0 10 -15 0 17 20
comp boom
top 18 @ -10, 46 @ 40
bot 15 @ -10, 43 @ 40
out 1
/
write
quit pm
crtpt "fld pt" 0, 12, 12 /symm
draft 4
vcg 9
solve weight, lcg
macro hookload
ADD "Hookload" 700, 0, 30, 43
/
report /box:bw
me repfont
\DNV D 200 - Accidental load drop - Earlier (Heeling moment) Version\
\---\
\
.hookload
ADD "Counterwt" 3000, 0, -5, 12
SOLVE
\Before load drop\
\---\
status
DELETE WEIGHT "Hookload"
SOLVE TRIM
\\Immediately After load drop\
\---\
status
VARIABLE h = {HEEL}
HEEL = 0
SOLVE TRIM
\\At zero heel before conversion to heeling moment\
\---\
status
VARIABLE hm,tc
SET tc = {TCG}
SET hm = {tc} times {WEIGHT}
SOLVE TCG
HMMT = {hm}
SET h = minus {h}
HEEL = {h}
ANGLES *
SET h = minus {h}
HEEL = {h}
LIMIT(1) RESIDUAL RATIO FROM 0 TO FLD OR RA0 > 1.4
LIMIT(2) ANGLE AT EQU < 15
RA /LIM:ATT
TCG = {tc} `Restore TCG from the above
HMMT OFF
subtitle DNV D 200 - Accidental load drop - Direct Weight Loss Method \
page
.hookload
SOLVE
\Before load drop\
\---\
status
DELETE WEIGHT "Hookload"
SOLVE TRIM
\\Immediately After load drop\
\---\
status
LIMITS OFF
LIMIT(1) RESIDUAL RATIO FROM 0 TO FLD OR RA0 > 1.4
LIMIT(2) ANGLE AT EQU < 15
IF {HEEL}>0 THEN ANGLES 0 -2.5 ELSE ANGLES 0 2.5
page
RA /LIM:ATT
subtitle DNV D 300 - Alternative Intact Stability during Heavy Lift\
page
.hookload
SOLVE
\Before wind\
\---\
status
ANGLES *
`WIND 90
`HMMT WIND /CONST
HMMT 12000 `For demo
HMMT *
LIMITS OFF
LIMIT(1) ABS RATIO FROM 0 TO FLD OR RA0 > 1.4 `rev 4/11
LIMIT(2) ANGLE FROM EQU TO DI > 0
page
\RA curve with wind\
\---\
RA /LIM:ATT
HMMT OFF
LIMITS OFF
LIMIT(1) AREA FROM EQU TO FLD OR ABS 20 > 0.03
page
\Absolute RA curve without wind\
\---\
RA /LIM:ATT
print /preview
report off
end
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