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Berechnung ▪ Selection
A
B
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K
118
frEIEr fALL ▪ fALLING MASS ▪ MASSE ToMBANT EN CHuTE LIBrE
MASSA IN CAduTA LIBErA ▪ CAídA LIBrE
MASSE GEGEN MASSE MIT EINEM SToSSdäMpfEr ▪ LoAd AGAINST LoAd WITH oNE SHoCK ABSorBEr
CHArGE CoNTrE CHArGE ▪ CArICo CoNTro CArICo ▪ CArGA CoNTrA CArGA
F S
m 1
v 1
m
H
S
v 2
m 2
Example
m = 1000 kg
H = 1,5 m
S = 0,4 m
X = 1/h
n = 1
Example
m = 40.000 kg
v = 2,5 m/s
F = 6.000 N
S = 0,2 m
X = 5/h
n = 2
Example
m1 = 5.000 kg
v1 = 1,6 m/s
m2 = 6.000 kg
v2 = 2,0 m/s
X = 6/h
S = 0,5 m
Formulae & Calculation
MASSE GEGEN fESTANSCHLAG ▪ LoAd AGAINST SoLId STop ▪ CHArGE CoNTrE BuTéE
CArICo CoNTro ArrESTo fISSo ▪ CArGA CoNTrA TopE fIjo
F S
m
v
Example
m = 10.000 kg
v = 2,6 m/s
F = 4.000 N
X = 10/h
S = 0,4 m
Wk = m · g · H = 14.715 Nm
WA = m · g · S = 3.924 Nm
Wkg = W + W k A = 18.639 Nm
Wkg/h = W · X kg = 18.639 Nm/h
Formulae & Calculation
W k
=
Formulae & Calculation
W k =
m · v2 2
(m1 · m2) · (v1 + v2)2
2 (m1 + m2)
= 125.000 Nm
with propelling force
WA = F · S = 1.200 Nm
Wkg = (W + W ) : n k A = 63.100 Nm
Wkg/h = W · X kg = 315.500 Nm/h
ve = v
= 17.672 Nm
with propelling force
WA = F · S = ? Nm
Wkg = W + W k A = ? Nm
Wkg/h = W · X kg = 106.032 Nm/h
ve = v 1 + v2 = 3,6 m/s
Selection
LdS-40-400-XXXX
Selection
MASSE GEGEN fESTANSCHLAG MIT SToSSdäMpfErN ▪ LoAd AGAINST SoLId STop WITH SHoCK ABSorBErS
CHArGE CoNTrE BuTéE AvEC AMorTISSEur dE CHoCS ▪ CArICo CoNTro ArrESTo doTATo dI dECELErATorE
CArGA CoNTrA TopE fIjo CoN AMorTIquAdorES dE CHoquE
F S
S
m
v
Formulae & Calculation
W k
=
m · v2 : 2 = 16.900 Nm
2
with propelling force
WA = F · S = 1.600 Nm
Wkg = W + W k A = 18.500 Nm
Wkg/h = W · X kg = 185.000 Nm/h
ve = v / 2 = 1,3 m/s
HLS-100-200-XXXX
Selection
LdS-40-400-XXXX
Selection
LdS-32-500-XXXX
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