8/16/2019 baja sem 6
1/27
DESAIN BATANG TEKAN DA
Elemen NO. 379
Coba pakai 400 200 8 13 Pu ==
=
Muz =13 =
Ag =! =E =
400 8 374 "b =b# =$# =
% =$& =
13 ' =() =(! =
200 *) = +) =*! = +! =
,) =
=k =
, =
=
= 0.9-8418
= 1.492911
/ . Ag .
1119402
= 387
=
=
=
(min =
,!
/. Pn
=
/. Pn)
=
)
!
1
5 .(. (
6 (_/ _
_
5
8/16/2019 baja sem 6
2/27
=
=
=
Pe,ik:a ;elang:ingan Penampang len: Pe,ik:a ;elang:ingan Penampan
< = < =
7.9 < 1.14 42.2- < 42.93O;> P?O(" ;OMPA; O;> P?O(" ;OMPA;
1 =
"p = 2338.13 mm
=
=
=
=", = 7091. mm
Mma) =
=
=
=
=
"b = 4000 mm 2 =
"p = 2338.13 mm", = 7091. mm
2
C&1
C&2
Mn1
@1
@2
Mp= 1>- M
M,
MA
M
MC
Cb
Mn2
2-056(_
B1/_ _ -56(_
5〖 2 〗
_
_
8/16/2019 baja sem 6
3/27
"p maka Mn = Mn2 3 =
=
=
Pe,:amaan 1ipakai bila
Mn3
= M,
Mn Dnal
/Mn
1.9
8
.≤
++
nyb
uy
nxb
ux
n
u
M
M
M
M
P
P
φ φ φ
1..2
≤
++
nyb
uy
nxb
ux
n
u
M
M
M
M
P
P
φ φ φ
2.0.
≥n
u
P
P
φ
8/16/2019 baja sem 6
4/27
8/16/2019 baja sem 6
5/27
LENTUR
24>1-9>90-kg241>-99 kN
241>-99>0-0N
2.1-4kNm2>1-4>000Nmm
8192 mm2240MPa
200>000 MPa4000mm
200 mm13mm
400 mm8 mm
80000 MPa2294882.7mm417349290.7mm4
1148243.4133mm3173492.907mm317.43143808mm
4.019923222 mm =1
70MPa
< 0>2- = 1
0>2- < 2 =
1>2 = 1.2-
N < 241>-99>0-0 N Fiak Ok
128-9-2
2-984
3-8981.33333mm-
(min
mm3
mm3
6(_/
G2
1>435H1>I0>7
8/16/2019 baja sem 6
6/27
3-72.7mm-
.94EJ11mm
.49EJ11mm
+eb
,o = 18%1 = 338
M! = *) . !
30828480 Nmm < 4133729 Nmm "b < "p
Ok
13270.3817
0.0002--778
4133729Nmm
19-201380Nmm
20000000
-000000
20000000
-000000
1.-
-271094- 4133728.8 "p-M!
8/16/2019 baja sem 6
7/27
7.729-31EJ08 Nmm 4133729 Nmm "b ",
pakai MP = 1>- M!
4133728.8Nmm 4133729Nmm Fiak O;
4133728.8 Nmm 20000000 NmmP,oDl O;
8/16/2019 baja sem 6
8/27
8/16/2019 baja sem 6
9/27
8/16/2019 baja sem 6
10/27
8/16/2019 baja sem 6
11/27
8/16/2019 baja sem 6
12/27
8/16/2019 baja sem 6
13/27
DESAIN BATANG TEKAN DA
Elemen NO. 379
Coba paka 400 200 8 13 ===
=13 =
=
=E =
400 8 374 =
=$# =% =$& =
13 ' =() =
(! =200 *) = +) =
*! = +! =,) =
=k =
, =
=
= 0.9-8418
= 1.492911
/ . Ag .
1119402
= 387
=
=
=
==
=
Pu
Muz
Ag
!
"b
b#
(min =
,!
/. Pn =
/. Pn)
=
)
!
1
2C
&1
C&2
5 .(. ( 6 (_/ _
_
5
8/16/2019 baja sem 6
14/27
Pe,ik:a ;elang:ingan Penampang len: Pe,ik:a ;elang:ingan Penampan
< = < =
7.9 < 1.14 42.2- < 42.93O;> P?O(" ;OMPA; O;> P?O(" ;OMPA;
1 =
"p = 2338.13 mm
=
=
==", = 7091. mm
Mma) =
=
=
=
=
"b = 4000 mm 2 ="p = 2338.13 mm", = 7091. mm
"p maka Mn = Mn2 3 =
Mn1
@1
@2
Mp
= 1>- M
M,
MA
M
MC
Cb
Mn2
Mn3
= M,
2-056(_
B1/_ _ -56(_
5〖 2 〗
_
_
8/16/2019 baja sem 6
15/27
=
=
Pe,:amaan 1
ipakai bila
Mn Dnal
/Mn
1.9
8
.≤
++
nyb
uy
nxb
ux
n
u
M
M
M
M
P
P
φ φ φ
1..2
≤
++
nyb
uy
nxb
ux
n
u
M
M
M
M
P
P
φ φ φ
2.0.
≥n
u
P
P
φ
8/16/2019 baja sem 6
16/27
LENTUR
100>000.000 kg
1>000.000 kN
1>000>000.000 N
20.000 kNm
20>000>000.000 Nmm
8>192.000 mm2
240.000 MPa
200>000.000 MPa
4>000.000 mm
200.000 mm
13.000 mm
400.000 mm
8.000mm
80>000.000 MPa
229>48>82.7 mm4
17>349>290.7 mm4
1>148>243.413 mm3
173>492.907 mm3
17.431 mm
4.020 mm =
1.000
70.000 MPa
< 0>2- = 1
0>2- < < =
1>2 = 1.2-
N 1>000>000 NO;
128-9-2
2-984
3-8981.33333333mm-
3-72.7mm-.94EJ11mm
.49EJ11mm
(min
mm3
mm3
6(_/
G2
1>435H1>I0>7
8/16/2019 baja sem 6
17/27
+eb
,o = 18
%1 = 338
M! = *) . !
30828480 Nmm < 4133728.8 Nmm "b < "pOk
13270.3817094
0.0002--778
4133729Nmm19-201380Nmm
20000000
-000000
20000000
-000000
1.-
-271094- 4.1EJ008 "p-M!
7.729-31EJ08 Nmm 4133729 Nmm "b ",pakai MP = 1>- M!
8/16/2019 baja sem 6
18/27
4133728.8Nmm 4133729Nmm Fiak O;
4133728.8 Nmm 20000000 NmmP,oDl O;
8/16/2019 baja sem 6
19/27
DESAIN BATANG TEKAN DA
Elemen NO. 379
Coba paka 400 200 8 13 Pu ===
Muz =13 =
Ag =! =
E =400 8 374 "b =
b# =$# =% =$& =
13 ' =() =(! =
200 *) = +) =*! = +! =
,) =
=
k =
, =
=
= 0.9-8418
= 1.492911
/ . Ag .
1119402
= 387
=
=
=
=
=
=
(min =
,!
/. Pn =
/. Pn)
=
)
!
1
2
C&1
C&2
5 .(. ( 6 (_/ _
_
5
8/16/2019 baja sem 6
20/27
Pe,ik:a ;elang:ingan Penampang len: Pe,ik:a ;elang:ingan Penampan
< = < =
7.9 < 1.14 42.2- < 42.93O;> P?O(" ;OMPA; O;> P?O(" ;OMPA;
1 =
"p = 2338.13 mm
=
=
==", = 7091. mm
Mma) =
=
=
=
=
"b = 4000 mm 2 ="p = 2338.13 mm", = 7091. mm
"p maka Mn = Mn2 3 =
Mn1
@1
@2
Mp
= 1>- M
M,
MA
M
MC
Cb
Mn2
Mn3
= M,
2-056(_
B1/_ _ -56(_
5〖 2 〗
_
_
8/16/2019 baja sem 6
21/27
=
=
Pe,:amaan 1
ipakai bila
Mn Dnal
/Mn
1.9
8
.≤
++
nyb
uy
nxb
ux
n
u
M
M
M
M
P
P
φ φ φ
1..2
≤
++
nyb
uy
nxb
ux
n
u
M
M
M
M
P
P
φ φ φ
2.0.
≥n
u
P
P
φ
8/16/2019 baja sem 6
22/27
LENTUR
488>142 kg4>881 kN
4>881>420N13>00-kNm
13>00->000>000 Nmm8192 mm2240MPa
200>000 MPa4000mm200mm13mm
400mm8 mm
80000 MPa2294882.7mm417349290.7mm4
1148243.413333 mm3173492.907 mm317.4314380824 mm
4.0199232217 mm =
1
70MPa
< 0>2- = 1
0>2- < < =
1>2 = 1.2-
N < 4>881>420 N Fiak Ok
128-9-2
2-984
3-8981.3333333 mm-
3-72.7 mm-
.94EJ11 mm
.49EJ11 mm
(min
mm3
mm3
6(_/
G2
1>435H1>I0>7
8/16/2019 baja sem 6
23/27
+eb
,o = 18
%1 = 338
M! = *) . !
30828480 Nmm < 4133728.8 Nmm "b < "pOk
13270.381709
0.0002--778
4133729 Nmm19-201380 Nmm
20000000
-000000
20000000
-000000
1.-
-271094- 4.1EJ008 "p-M!
7.729-31EJ08 Nmm 4133729 Nmm "b ",pakai MP = 1>- M!
8/16/2019 baja sem 6
24/27
4133728.8Nmm 4133729 Nmm Fiak O;
4133728.8 Nmm 20000000 NmmP,oDl O;
8/16/2019 baja sem 6
25/27
8/16/2019 baja sem 6
26/27
8/16/2019 baja sem 6
27/27
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