Exercicio resolvido - Porticos

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6,0m6,0m
1.600 kgf/m1.2
00
kgf
/m
8.800kgf
A
B
C
D
E
8.000kgf
3.700kgf 900
kgf/m
2
,5
m
3
,0
m
4
,0
m
2
,5
m
a a
sen =0,3846a
cos =0,9231a
VB×=0 VB =kgf
VA ==kgf
HA ==kgf
Verif.:MB =0
\
\
VB×=0 VB =kgf
VA ==kgf
HA ==kgf
Verif.:MB =0
\
\
QA
MA
QB
MB
01
tg=0
paráb.
2ºgrau
M
11.063
máx
Ponto
anguloso
1cm
1
c
m
1
c
m
1m
1
.0
0
0
k
g
f
1
.0
0
0
m
k
g
f
CálculodasReações
1
.4
0
0
1.400 1
.4
0
0
1.960
M
2.040
máx
kmáx =10.987
kmáx = –4.073
+ –
DMF [m kgf]´
DEC [kgf]
DEN [kgf]
LE [m]
(*) E Iem[kgf/ ], em[ ]m m
2 4
+ –
3
3
1
1
2
2
q1
P1
m1
F1
R1
V1
H1
M1
00
00
0
0
0
0
000
kgf
000
m kgf´
000kgf/m
2
,5
3
4
m
2
,5
3
4
m
5
,5
8
3
m
5
,5
8
3
m
3
.7
0
0
8
.8
0
0
3
.7
0
0
8
.8
0
0
1
4
.8
0
0
2
.7
0
0
8
.0
0
0
8
.0
0
0
4
.0
5
0
4.0
54
5.5
69
3.4
00 M
= =8
.53
6
má
x
6.3
46
5.5
69
4.0
50
6.7
00
6.8
00
14.
800
1.1
00
6.8
00
3.4
00 M
=
=3.
904
má
x
+
+
–
–
–
–
–
–
D
E
N
[k
g
f]
D
E
C
[k
g
f]
D
M
F
[m
k
g
f]
x
+ 1
.0
1
2
,5
N+
N
+
N+
N
+
Q+
Q
+
Q+
Q
+
Q+
Q
+
Q+
Q
+
N+
N
+
N+
N
+
Convençõesdesinais
paraE.NormaiseE.Cortantes
VB×=0 VB =kgf
VA ==kgf
HA ==kgf
Verif.:MB =0
\
\
VB×=0 VB =kgf
VA ==kgf
HA ==kgf
Verif.:MB =0
\
\
QA
MA
QB
MB
01
tg=0
paráb.
2ºgrau
M
11.063
máx
Ponto
anguloso
1cm
1
c
m
1
c
m
1m
1
.0
0
0
k
g
f
1
.0
0
0
m
k
g
f
CálculodasReações
1
.4
0
0
1.400 1
.4
0
0
1.960
M
2.040
máx
kmáx =10.987
kmáx = –4.073
+ –
DMF [m kgf]´
DEC [kgf]
DEN [kgf]
LE [m]
(*) E Iem[kgf/ ], em[ ]m m
2 4
+ –
3
3
1
1
2
2
q1
P1
m1
F1
R1
V1
H1
M1
00
00
0
0
0
0
000
kgf
000
m kgf´
000kgf/m
2
,5
3
4
m
2
,5
3
4
m
5
,5
8
3
m
5
,5
8
3
m
3
.7
0
0
8
.8
0
0
3
.7
0
0
8
.8
0
0
1
4
.8
0
0
2
.7
0
0
8
.0
0
0
8
.0
0
0
4
.0
5
0
4.0
54
5.5
69
3.4
00 M
= =8
.53
6
má
x
6.3
46
5.5
69
4.0
50
6.7
00
6.8
00
14.
800
1.1
00
6.8
00
3.4
00 M
=
=3.
904
má
x
+
+
–
–
–
–
–
–
D
E
N
[k
g
f]
D
E
C
[k
g
f]
D
M
F
[m
k
g
f]
x
+ 1
.0
1
2
,5
8.800kgf
3.700kgf
Cálculodosesforçosnaseção A dabarra AB:
N = – 8.800kgf(compressão)AB
Q = – 3.700kgf
M =0mxkgf
AB
AB
A
B
VB×=0 VB =kgf
VA ==kgf
HA ==kgf
Verif.:MB =0
\
\
VB×=0 VB =kgf
VA ==kgf
HA ==kgf
Verif.:MB =0
\
\
QA
MA
QB
MB
01
tg=0
paráb.
2ºgrau
M
11.063
máx
Ponto
anguloso
1cm
1
c
m
1
c
m
1m
1
.0
0
0
k
g
f
1
.0
0
0
m
k
g
f
CálculodasReações
1
.4
0
0
1.400 1
.4
0
0
1.960
M
2.040
máx
kmáx =10.987
kmáx = –4.073
+ –
DMF [m kgf]´
DEC [kgf]
DEN [kgf]
LE [m]
(*) E Iem[kgf/ ], em[ ]m m
2 4
+ –
3
3
1
1
2
2
q1
P1
m1
F1
R1
V1
H1
M1
00
00
0
0
0
0
000
kgf
000
m kgf´
000kgf/m
2
,5
3
4
m
2
,5
3
4
m
5
,5
8
3
m
5
,5
8
3
m
3
.7
0
0
8
.8
0
0
3
.7
0
0
8
.8
0
0
1
4
.8
0
0
2
.7
0
0
8
.0
0
0
8
.0
0
0
4
.0
5
0
4.0
54
5.5
69
3.4
00 M
= =8
.53
6
má
x
6.3
46
5.5
69
4.0
50
6.7
00
6.8
00
14.
800
1.1
00
6.8
00
3.4
00 M
=
=3.
904
má
x
+
+
–
–
–
–
–
–
D
E
N
[k
g
f]
D
E
C
[k
g
f]
D
M
F
[m
k
g
f]
x
+ 1
.0
1
2
,5
4
,0
m
8.800kgf
3.700kgf
B
CálculodosesforçosnaseçãoBdabarra AB:
Q = – 3.700kgf
M =3.700x4,0=14.800mxkgf(traçãonabordaesquerda)
BA
BA
N = – 8.800kgf(compressão)BA
A
VB×=0 VB =kgf
VA ==kgf
HA ==kgf
Verif.:MB =0
\
\
VB×=0 VB =kgf
VA ==kgf
HA ==kgf
Verif.:MB =0
\
\
QA
MA
QB
MB
01
tg=0
paráb.
2ºgrau
M
11.063
máx
Ponto
anguloso
1cm
1
c
m
1
c
m
1m
1
.0
0
0
k
g
f
1
.0
0
0
m
k
g
f
CálculodasReações
1
.4
0
0
1.400 1
.4
0
0
1.960
M
2.040
máx
kmáx =10.987
kmáx = –4.073
+ –
DMF [m kgf]´
DEC [kgf]
DEN [kgf]
LE [m]
(*) E Iem[kgf/ ], em[ ]m m
2 4
+ –
3
3
1
1
2
2
q1
P1
m1
F1
R1
V1
H1
M1
00
00
0
0
0
0
000
kgf
000
m kgf´
000kgf/m
2
,5
3
4
m
2
,5
3
4
m
5
,5
8
3
m
5
,5
8
3
m
3
.7
0
0
8
.8
0
0
3
.7
0
0
8
.8
0
0
1
4
.8
0
0
2
.7
0
0
8
.0
0
0
8
.0
0
0
4
.0
5
0
4.0
54
5.5
69
3.4
00 M
= =8
.53
6
má
x
6.3
46
5.5
69
4.0
50
6.7
00
6.8
00
14.
800
1.1
00
6.8
00
3.4
00 M
=
=3.
904
má
x
+
+
–
–
–
–
–
–
D
E
N
[k
g
f]
D
E
C
[k
g
f]
D
M
F
[m
k
g
f]
x
+ 1
.0
1
2
,5
4
,0
m
8.800kgf
3.700kgf
CálculodosesforçosnaseçãoBdabarraBC:
Q =+8.800cos – 3.700sen =+6.700kgf
M = – 3.700x4,0= – 14.800mxkgf(traçãonabordasuperior)
a
a aBC
BC
N = – 8.800sen – 3.700cos = – 6.800kgf(compressão)BC a
B
a
C
VB×=0 VB =kgf
VA ==kgf
HA ==kgf
Verif.:MB =0
\
\
VB×=0 VB =kgf
VA ==kgf
HA ==kgf
Verif.:MB =0
\
\
QA
MA
QB
MB
01
tg=0
paráb.
2ºgrau
M
11.063
máx
Ponto
anguloso
1cm
1
c
m
1
c
m
1m
1
.0
0
0
k
g
f
1
.0
0
0
m
k
g
f
CálculodasReações
1
.4
0
0
1.400 1
.4
0
0
1.960
M
2.040
máx
kmáx =10.987
kmáx = –4.073
+ –
DMF [m kgf]´
DEC [kgf]
DEN [kgf]
LE [m]
(*) E Iem[kgf/ ], em[ ]m m
2 4
+ –
3
3
1
1
2
2
q1
P1
m1
F1
R1
V1
H1
M1
00
00
0
0
0
0
000
kgf
000
m kgf´
000kgf/m
2
,5
3
4
m
2
,5
3
4
m
5
,5
8
3
m
5
,5
8
3
m
3
.7
0
0
8
.8
0
0
3
.7
0
0
8
.8
0
0
1
4
.8
0
0
2
.7
0
0
8
.0
0
0
8
.0
0
0
4
.0
5
0
4.0
54
5.5
69
3.4
00 M
= =8
.53
6
má
x
6.3
46
5.5
69
4.0
50
6.7
00
6.8
00
14.
800
1.1
00
6.8
00
3.4
00 M
=
=3.
904
má
x
+
+
–
–
–
–
–
–
D
E
N
[k
g
f]
D
E
C
[k
g
f]
D
M
F
[m
k
g
f]
x
+ 1
.0
1
2
,5
6,0m
1.2
00
kgf
/m
4
,0
m
2
,5
m
8.800kgf
3.700kgf
CálculodosesforçosnaseçãoCdabarraBC:
Q =+8.800cos – 3.700sen – 1.200x6,5= – 1.100kgf
M =+8.800x6,0 – 3.700x6,5 – 1.200x6,5x3,25=
=+3.400mxkgf(traçãonabordainferior)
CB
CB
CB
a
a a
N = – 8.800sen – 3.700cos = – 6.800kgf(compressão)a
a
C
B
VB×=0 VB =kgf
VA ==kgf
HA ==kgf
Verif.:MB =0
\
\
VB×=0 VB =kgf
VA ==kgf
HA ==kgf
Verif.:MB =0
\
\
QA
MA
QB
MB
01
tg=0
paráb.
2ºgrau
M
11.063
máx
Ponto
anguloso
1cm
1
c
m
1
c
m
1m
1
.0
0
0k
g
f
1
.0
0
0
m
k
g
f
CálculodasReações
1
.4
0
0
1.400 1
.4
0
0
1.960
M
2.040
máx
kmáx =10.987
kmáx = –4.073
+ –
DMF [m kgf]´
DEC [kgf]
DEN [kgf]
LE [m]
(*) E Iem[kgf/ ], em[ ]m m
2 4
+ –
3
3
1
1
2
2
q1
P1
m1
F1
R1
V1
H1
M1
00
00
0
0
0
0
000
kgf
000
m kgf´
000kgf/m
2
,5
3
4
m
2
,5
3
4
m
5
,5
8
3
m
5
,5
8
3
m
3
.7
0
0
8
.8
0
0
3
.7
0
0
8
.8
0
0
1
4
.8
0
0
2
.7
0
0
8
.0
0
0
8
.0
0
0
4
.0
5
0
4.0
54
5.5
69
3.4
00 M
= =8
.53
6
má
x
6.3
46
5.5
69
4.0
50
6.7
00
6.8
00
14.
800
1.1
00
6.8
00
3.4
00 M
=
=3.
904
má
x
+
+
–
–
–
–
–
–
D
E
N
[k
g
f]
D
E
C
[k
g
f]
D
M
F
[m
k
g
f]
x
+ 1
.0
1
2
,5
6,0m
1.600 kgf/m
8.000kgf 900
kgf/m
2
,5
m
3
,0
m
CálculodosesforçosnaseçãoCdabarraCD:
900x3,0
Q = – 8.000cos +900x3,0sen +1.600x6,5=+4.053,8kgf
M =8.000x6,0 – 900x3,0x4,0 – 1.600x6,5x3,25=
=3.400mxkgf(traçãonabordainferior)
CD
CD
CD
a
a a
N = – 8.000sen – cos = – 5.569,2kgf(compressão)a
a
C
D
VB×=0 VB =kgf
VA ==kgf
HA ==kgf
Verif.:MB =0
\
\
VB×=0 VB =kgf
VA ==kgf
HA ==kgf
Verif.:MB =0
\
\
QA
MA
QB
MB
01
tg=0
paráb.
2ºgrau
M
11.063
máx
Ponto
anguloso
1cm
1
c
m
1
c
m
1m
1
.0
0
0
k
g
f
1
.0
0
0
m
k
g
f
CálculodasReações
1
.4
0
0
1.400 1
.4
0
0
1.960
M
2.040
máx
kmáx =10.987
kmáx = –4.073
+ –
DMF [m kgf]´
DEC [kgf]
DEN [kgf]
LE [m]
(*) E Iem[kgf/ ], em[ ]m m
2 4
+ –
3
3
1
1
2
2
q1
P1
m1
F1
R1
V1
H1
M1
00
00
0
0
0
0
000
kgf
000
m kgf´
000kgf/m
2
,5
3
4
m
2
,5
3
4
m
5
,5
8
3
m
5
,5
8
3
m
3
.7
0
0
8
.8
0
0
3
.7
0
0
8
.8
0
0
1
4
.8
0
0
2
.7
0
0
8
.0
0
0
8
.0
0
0
4
.0
5
0
4.0
54
5.5
69
3.4
00 M
= =8
.53
6
má
x
6.3
46
5.5
69
4.0
50
6.7
00
6.8
00
14.
800
1.1
00
6.8
00
3.4
00 M
=
=3.
904
má
x
+
+
–
–
–
–
–
–
D
E
N
[k
g
f]
D
E
C
[k
g
f]
D
M
F
[m
k
g
f]
x
+ 1
.0
1
2
,5
8.000kgf 900
kgf/m
3
,0
m
a
CálculodosesforçosnaseçãoDdabarraCD:
(compressão)
Q = – 8.000cos +900x3,0sen = – 6.346,2kgf
M = – 900x3,0x1,5= – 4.050mxkgf(traçãonabordasuperior)
DC
DC
DC
a
a a
N = – 8.000sen – 900x3,0cos = – 5.569,2kgfa
D
C
VB×=0 VB =kgf
VA ==kgf
HA ==kgf
Verif.:MB =0
\
\
VB×=0 VB =kgf
VA ==kgf
HA ==kgf
Verif.:MB =0
\
\
QA
MA
QB
MB
01
tg=0
paráb.
2ºgrau
M
11.063
máx
Ponto
anguloso
1cm
1
c
m
1
c
m
1m
1
.0
0
0
k
g
f
1
.0
0
0
m
k
g
f
CálculodasReações
1
.4
0
0
1.400 1
.4
0
0
1.960
M
2.040
máx
kmáx =10.987
kmáx = –4.073
+ –
DMF [m kgf]´
DEC [kgf]
DEN [kgf]
LE [m]
(*) E Iem[kgf/ ], em[ ]m m
2 4
+ –
3
3
1
1
2
2
q1
P1
m1
F1
R1
V1
H1
M1
00
00
0
0
0
0
000
kgf
000
m kgf´
000kgf/m
2
,5
3
4
m
2
,5
3
4
m
5
,5
8
3
m
5
,5
8
3
m
3
.7
0
0
8
.8
0
0
3
.7
0
0
8
.8
0
0
1
4
.8
0
0
2
.7
0
0
8
.0
0
0
8
.0
0
0
4
.0
5
0
4.0
54
5.5
69
3.4
00 M
= =8
.53
6
má
x
6.3
46
5.5
69
4.0
50
6.7
00
6.8
00
14.
800
1.1
00
6.8
00
3.4
00 M
=
=3.
904
má
x
+
+
–
–
–
–
–
–
D
E
N
[k
g
f]
D
E
C
[k
g
f]
D
M
F
[m
k
g
f]
x
+ 1
.0
1
2
,5
8.000kgf 900
kgf/m
3
,0
m
CálculodosesforçosnaseçãoDdabarraDE:
Q =+900x3,0sen =+2.700kgf
M =900x3,0x1,5=4.050mxkgf(traçãonabordadireita)
DE
DE
DE
a
N = – 8.000kgf(compressão)
D
E
VB×=0 VB =kgf
VA ==kgf
HA ==kgf
Verif.:MB =0
\
\
VB×=0 VB =kgf
VA ==kgf
HA ==kgf
Verif.:MB =0
\
\
QA
MA
QB
MB
01
tg=0
paráb.
2ºgrau
M
11.063
máx
Ponto
anguloso
1cm
1
c
m
1
c
m
1m
1
.0
0
0
k
g
f
1
.0
0
0
m
k
g
f
CálculodasReações
1
.4
0
0
1.400 1
.4
0
0
1.960
M
2.040
máx
kmáx =10.987
kmáx = –4.073
+ –
DMF [m kgf]´
DEC [kgf]
DEN [kgf]
LE [m]
(*) E Iem[kgf/ ], em[ ]m m
2 4
+ –
3
3
1
1
2
2
q1
P1
m1
F1
R1
V1
H1
M1
00
00
0
0
0
0
000
kgf
000
m kgf´
000kgf/m
2
,5
3
4
m
2
,5
3
4
m
5
,5
8
3
m
5
,5
8
3
m
3
.7
0
0
8
.8
0
0
3
.7
0
0
8
.8
0
0
1
4
.8
0
0
2
.7
0
0
8
.0
0
0
8
.0
0
0
4
.0
5
0
4.0
54
5.5
69
3.4
00 M
= =8
.53
6
má
x
6.3
46
5.5
69
4.0
50
6.7
00
6.8
00
14.
800
1.1
00
6.8
00
3.4
00 M
=
=3.
904
má
x
+
+
–
–
–
–
–
–
D
E
N
[k
g
f]
D
E
C
[k
g
f]
D
M
F
[m
k
g
f]
x
+ 1
.0
1
2
,5
8.000kgf
CálculodosesforçosnaseçãoEdabarraDE:
Q =0kgf
M =0mxkgf
ED
ED
N = – 8.000kgf(compressão)ED
E
D
VB×=0 VB =kgf
VA ==kgf
HA ==kgf
Verif.:MB =0
\
\
VB×=0 VB =kgf
VA ==kgf
HA ==kgf
Verif.:MB =0
\
\
QA
MA
QB
MB
01
tg=0
paráb.
2ºgrau
M
11.063
máx
Ponto
anguloso
1cm
1
c
m
1
c
m
1m
1
.0
0
0
k
g
f
1
.0
0
0
m
k
g
f
CálculodasReações
1
.4
0
0
1.400 1
.4
0
0
1.960
M
2.040
máx
kmáx =10.987
kmáx = –4.073
+ –
DMF [m kgf]´
DEC [kgf]
DEN [kgf]
LE [m]
(*) E Iem[kgf/ ], em[ ]m m
2 4
+ –
3
3
1
1
2
2
q1
P1
m1
F1
R1
V1
H1
M1
00
00
0
0
0
0
000
kgf
000
m kgf´
000kgf/m
2
,5
3
4
m
2
,5
3
4
m
5
,5
8
3
m
5
,5
8
3
m
3
.7
0
0
8
.8
0
0
3
.7
0
0
8
.8
0
0
1
4
.8
0
0
2
.7
0
0
8
.0
0
0
8
.0
0
0
4
.0
5
0
4.0
54
5.5
69
3.4
00 M
= =8
.53
6
má
x
6.3
46
5.5
69
4.0
50
6.7
00
6.8
00
14.
800
1.1
00
6.8
00
3.4
00 M
=
=3.
904
má
x
+
+
–
–
–
–
–
–
D
E
N
[k
g
f]
D
E
C
[k
g
f]
D
M
F
[m
k
g
f]
x
+ 1
.0
1
2
,5
8
.8
0
0
6.8
00 5.569,2
8
.0
0
0
DEN [kgf]
–
– –
–
VB×=0 VB =kgf
VA ==kgf
HA ==kgf
Verif.:MB =0
\
\
VB×=0 VB =kgf
VA ==kgf
HA ==kgf
Verif.:MB =0
\
\
QA
MA
QB
MB
01
tg=0
paráb.
2ºgrau
M
11.063
máx
Ponto
anguloso
1cm
1
c
m
1
c
m
1m
1
.0
0
0
k
g
f
1
.0
0
0
m
k
g
f
CálculodasReações
1
.4
0
0
1.400 1
.4
0
0
1.960
M
2.040
máx
kmáx =10.987
kmáx = –4.073
+ –
DMF [m kgf]´
DEC [kgf]
DEN [kgf]
LE [m]
(*) E Iem[kgf/ ], em[ ]m m
2 4
+ –
3
3
1
1
2
2
q1
P1
m1
F1
R1
V1
H1
M1
00
00
0
0
0
0
000
kgf
000
m kgf´
000kgf/m
2
,5
3
4
m
2
,5
3
4
m
5
,5
8
3
m
5
,5
8
3
m
3
.7
0
0
8
.8
0
0
3.7
0
0
8
.8
0
0
1
4
.8
0
0
2
.7
0
0
8
.0
0
0
8
.0
0
0
4
.0
5
0
4.0
54
5.5
69
3.4
00 M
= =8
.53
6
má
x
6.3
46
5.5
69
4.0
50
6.7
00
6.8
00
14.
800
1.1
00
6.8
00
3.4
00 M
=
=3.
904
má
x
+
+
–
–
–
–
–
–
D
E
N
[k
g
f]
D
E
C
[k
g
f]
D
M
F
[m
k
g
f]
x
+ 1
.0
1
2
,5
3
.7
0
0
6
.7
0
0
1
.1
0
0 4
.0
5
3
,8
2.700
6
.3
4
6
,2–
–
DEC [kgf]
+
+
+5,5
83
m
2,534m
VB×=0 VB =kgf
VA ==kgf
HA ==kgf
Verif.:MB =0
\
\
VB×=0 VB =kgf
VA ==kgf
HA ==kgf
Verif.:MB =0
\
\
QA
MA
QB
MB
01
tg=0
paráb.
2ºgrau
M
11.063
máx
Ponto
anguloso
1cm
1
c
m
1
c
m
1m
1
.0
0
0
k
g
f
1
.0
0
0
m
k
g
f
CálculodasReações
1
.4
0
0
1.400 1
.4
0
0
1.960
M
2.040
máx
kmáx =10.987
kmáx = –4.073
+ –
DMF [m kgf]´
DEC [kgf]
DEN [kgf]
LE [m]
(*) E Iem[kgf/ ], em[ ]m m
2 4
+ –
3
3
1
1
2
2
q1
P1
m1
F1
R1
V1
H1
M1
00
00
0
0
0
0
000
kgf
000
m kgf´
000kgf/m
2
,5
3
4
m
2
,5
3
4
m
5
,5
8
3
m
5
,5
8
3
m
3
.7
0
0
8
.8
0
0
3
.7
0
0
8
.8
0
0
1
4
.8
0
0
2
.7
0
0
8
.0
0
0
8
.0
0
0
4
.0
5
0
4.0
54
5.5
69
3.4
00 M
= =8
.53
6
má
x
6.3
46
5.5
69
4.0
50
6.7
00
6.8
00
14.
800
1.1
00
6.8
00
3.4
00 M
=
=3.
904
má
x
+
+
–
–
–
–
–
–
D
E
N
[k
g
f]
D
E
C
[k
g
f]
D
M
F
[m
k
g
f]
x
+ 1
.0
1
2
,5
3.9
04
8.536
1
4
.8
0
0
3
.4
0
0
3
.4
0
0
4.05014.800
4
,0
5
0
5,5
83
m
2,534m
DMF [m kgf]´
VB×=0 VB =kgf
VA ==kgf
HA ==kgf
Verif.:MB =0
\
\
VB×=0 VB =kgf
VA ==kgf
HA ==kgf
Verif.:MB =0
\
\
QA
MA
QB
MB
01
tg=0
paráb.
2ºgrau
M
11.063
máx
Ponto
anguloso
1cm
1
c
m
1
c
m
1m
1
.0
0
0
k
g
f
1
.0
0
0
m
k
g
f
CálculodasReações
1
.4
0
0
1.400 1
.4
0
0
1.960
M
2.040
máx
kmáx =10.987
kmáx = –4.073
+ –
DMF [m kgf]´
DEC [kgf]
DEN [kgf]
LE [m]
(*) E Iem[kgf/ ], em[ ]m m
2 4
+ –
3
3
1
1
2
2
q1
P1
m1
F1
R1
V1
H1
M1
00
00
0
0
0
0
000
kgf
000
m kgf´
000kgf/m
2
,5
3
4
m
2
,5
3
4
m
5
,5
8
3
m
5
,5
8
3
m
3
.7
0
0
8
.8
0
0
3
.7
0
0
8
.8
0
0
1
4
.8
0
0
2
.7
0
0
8
.0
0
0
8
.0
0
0
4
.0
5
0
4.0
54
5.5
69
3.4
00 M
= =8
.53
6
má
x
6.3
46
5.5
69
4.0
50
6.7
00
6.8
00
14.
800
1.1
00
6.8
00
3.4
00 M
=
=3.
904
má
x
+
+
–
–
–
–
–
–
D
E
N
[k
g
f]
D
E
C
[k
g
f]
D
M
F
[m
k
g
f]
x
+ 1
.0
1
2
,5