rancangan baja 1

7/26/2019 Rancangan Baja 1

1/82

BAB I

PENDAHULUAN

1.1 DATA-DATA PERENCANAAN

=31.47

Gambar 1.1 Rangka Kuda-Kuda

1.2 PERHITUNGAN PANJANG BATANG

a. Kemrngan Kuda-Kuda

tg =61.0

8

9.4=

2 = 31.47o

b. Ba!ang Kak Kuda-kudaA1 = A2 = A3 = A4 = A4= A3= A2= A1

Atot= 1/4 9.4.822 +

A = 2.345 meter

". Ba!ang H#r$#n!a%

B1 = B2= B3= B4 = B4= B3= B2= B1

B =2

4

8=

meter

d. Ba!ang &er!ka% '&(

1


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V1 = V1 = tg x 2 = tg 31.47 x 2 = 1.22 mV2 = V2 = tg x 2 x 2 = tg 31.47 x 2 x 2 = 2.45 m

V3 = V3 = tg x 2 x 3 = tg 31.47 x 2 x 3 = 3.67 m V4 = V4 = tg x 2 x 4 = tg 31.47 x 2 x 4 = 4.90 m

e. Ba!ang Dag#na% 'D(

D1 = D1 = 16.345.2222 =+ m

D2 = D2 = 18.467.3222 =+ m

D3 = D3 = 29.590.4222 =+ m

Tabe% 1.1 Pan)ang Ba!ang

Ba!ang Pan)an

g

Ba!ang

'm(

Ba!ang Pan)an

g

Ba!ang

'm(

Ba!ang Pan)an

g

Ba!ang

'm(

Ba!ang Pan)an

g

Ba!ang

'm(

A1

A2

A3

A4

A1

A2

A3

A4

2.345

2.3452.345

2.345

2.345

2.345

2.345

2.345

B1

B2

B3

B4

B1

B2

B3

B4

2

22

2

2

2

2

2

V1

V2

V3

V4

V1

V2

V3

1.22

2.453.67

4.90

1.22

2.45

3.67

D1

D2

D3

D1

D2

D3

3.16

4.185.29

3.16

4.18

5.29

2


3/82

BAB II

PERENCANAAN G*RDING

Jarak antara gor!ng = 1"173 m Jarak antara k#a$k#a = 4 m Berat %en!r! genteng = 50 kg/m2

Jarak antara ka%a# = 0"5 m

2.1.

PERHITUNGAN +UATAN

&nt#k ka%a# an reng !'aka! ka(# %emantok engan BJ = 0"98 gr/)m2

*era%arkan ++, 1983

!ren)anakan memaka! gor!ng engan 'ro-! + 16 ar! a-tar 'ro-! *aa

!a'at

,x = 925 )m4.

,( = 85"3 )m4

x = 116 )m3

( = 18"3 )m3

= 24 )m2

= 18"80 kg/m

* = 65 mm = 6"5 )m

= 7"5 mm = 0"75 )m

= 160 mm = 16 )m

r t = 10"5 mm = 1"05 )mx = 18"4 mm = 1"84 )m

( = 80 mm = 8 )m

3

b

xh

h/2

d

yb


4/82

5x

5

5(

x

5x

5

5(

x

2.1.1. +ua!an +a!

$ *erat %en!r! + 16 = 18"80 kg/m

$ *erat ata' ka%a# reng 50 x 1"173 = 58"65 kg/m

J#ma = 77"45 kg/m

x= )o%

(= %!n

x = )o% = 77"45 x )o% 31"47 = 65"86 kg/m

( = %!n = 77"45 x %!n 31"47 = 40"43 kg/m

x =

2

x .8

1

= 8

1

x 65"86 x 42 = 131"72 kg m

( =

2

( .

8

1

= 8

1

x 40"43 x 42

= 80"86 kg m

Dx =.

2

1x

= 2

1

x 65"86 x 4 = 131"72 kg

D( =.

2

1(

= 2

1

x 40"43 x 4 = 80"86 kg

2.1.2. +ua!an Hdu,

a. +ua!an Ter,ua!

#atan ter'#%at ak!*at 'ekera / orang engan 'eraatan m!n!m#m ' = 100 kg

: ++, 1983 ;

4

x

px = p cos

py = p sin p

p

p


5/82

'x = ' )o% = 100 x )o% 31"47 = 85"29 kg

'( = ' %!n = 100 x %!n 31"47 = 52"50 kg

x=.'

4

1x

= 4

1

x 85"29 x 4 = 85"29 kgm

( =.'

4

1(

= 4

1

x 52"50 x 4 = 52"50 kgm

Dx = x'

2

1

= 2

1

x 85"29 = 42"65 kg

D(='

2

1(

= 2

1

x 52"50 = 26"25 kg

b. +ua!an Ar Hu)an

#atan a!r #an !angga' %e*aga! m#atan ter*ag! rata 'er m2 *!ang atar

*e%ar tergant#ng 'aa %##t kem!r!ngan : men#r#t ++, 1983 ;" !mana 'aa

%aat < 50 !!t#ng engan r#m#% = 40 80 kg/m2

= 40 $ 0"8 x 31"47

= 14"824 kg/m2

m#atan a!r #an (ang !ter!ma gor!ng : 'ermeter 'anang ; aaa

= 14"824 x 1"173 = 17"39 kg/m

x = )o% = 17"39 x )o% 31"47 = 14"83 kg/m

( = %!n = 17"39 x %!n 31"47 = 9"08 kg/m

x =

2

x .8

1

= 8

1

x 14"83 x 42 = 29"66 kgm

( =

2

( .8

1

= 8

1

x 9"08 x 42 = 18"16 kgm

Dx =.

2

1x

= 2

1

x 14"83 x 4 = 29"66 kg

D( =.

2

1(

= 2

1

x 9"08 x 4 = 18"16 kg

2.1.. +ua!an Angn

#atan ang!n (ang *ekera 56 kg/m2. tegak #r#% teraa' *!ang ata' %e!ngga

kom'onen *e*an ang!n an(a teraa' %#m*# x men#r#t :++, 1983; *!a >

65omaka koe-e%!en ang!n tekan = 0"020 x 0.4

5


6/82

= 0"020 x 31"47 0"4

= 0"23

a. Angn Tekan

x= 0"23 x 1"173 x 56 = 15"108 ?g/m

(= 0 : ara ang!n tegak #r#% *!ang ata'" %e!ngga t!ak '#n(a n!a! ;

x =

2

x .8

1

= 8

1

x 15"108 x 42 = 30"216 ?gm( = 0

Dx =.

2

1x

= 2

1

x 15"108 x 4 = 30"216 ?gD( = 0

b. Angn Ha,

?oe-!a!en ang!n !%a' teraa' ata' = $ 0"4

x= $ 0"4 x 1"173 x 56 = $ 26"27 kg/m

(= 0 : ara ang!n tegak #r#% *!ang ata'"%e!ngga t!ak '#n(a n!a! ;

x =

2

x .8

1

= 8

1

x 26"27 x 42 = $ 52"54 ?gm

(= 0

Dx =.

2

1x

= 2

1

x 26"27 x 4 = $ 52"54 ?gD(= 0

Tabe% 2.1. K#mbna Pembebanan

D

&A@A

A@,

&A@A ,D&+&A@A

A,kom*!na%!

#atanter'#%at

#atana!r #an

tekan !%a' 'r!mer %ek#ner

1 2 / 0 1 3 2 4 1 3 2 3 /

x :kg.m;

( :kg.m;

Dx :kg;

D( :kg;

131"72

80"86

131"72

80"86

85"29

52"50

85"29

52"50

29"66

18"16

29"66

18"16

30"216

0

30"216

0

$52"54

0

$52"54

0

217"01

133"36

271"01

133"36

247"23

133"36

301"23

133"36

6


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2.2 K#n!r#% Tegangan Un!uk G#rdng

@egangan ak!*at 'em*e*anan teta' : kom*!na%! 'r!mer ;

x = 217"01 kgm

( = 133"36 kgm

x = 116 )m3

( = 18"3 )m3

2

x

(

(

x(t* )m

kg1300"81

116

13336

18.3

21701

C =+=+=

(t*= 1300"81 kg/)m2 > C = 1867 kg/)m2 Aman

@egangan ak!*at 'em*e*anan %ementara : kom*!na%! %ek#ner ;

x =247"23 kgm

( = 133"36 kgm

x = 116 )m3

(

= 18"3 )m

3

2

(

(t* )mkg

1465"95116

13336

18.3

24723

(

xC =+=+=

x

(t*= 1465"95 kg/)m2 > C = 1"3 x 1867 = 2427"1 kg/)m2 Aman

2. K#n!r#% Ter5ada, Lendu!an

en#tan Ak!*at #atan at!

113"0925;:2"1x10

400x0"6586

384

5

,

384

5

6

44

x1E

=

=

=x )m

751"03"85;101"2:

4004043"0

384

5

,

384

5

6

4

F

4

(

1( =

=

=x )m

en#tan Ak!*at #atan !#'

0056"0

925;10:2"1

4008529"0

48

1

,

+

48

1

6

3

x

3

x

2x =

=

=

)m

7


8/82

Y0,75

1,05

8

X16

1,84

6,5

)m0037"085"3;10:2"1

40025"0

48

1

,

+

48

1

6

3

(

3

(

2( =

=

=

en#tan Ak!*at omen Ang!n

x3=)m026"0

925;10:2"1

4000"15108x

384

5

,

384

56

4

(

4

x =

=

)m03( =

@ota en#tan Fang @era!

x = x1G x2G x3 = 0"113 G 0"0056 G 0"026 = 0"1446 )m

( = (1G (2G (3

= 0"751G 0"037 G 0 = 0"788 )m

(t* =22 (x +

=22;788"0:;1446"0: +

= 0"801 )m

en#tan Fang D!!H!nkan

I)m222"2

180400

180 ===

(t* =0"801 )m > I =2"222 )m Aman

2./ K#n!r#% Tegangan Geer

Dar! @a*e Baa +ro-! + 16

,x = 925 )m 4.

,( = 85"3 )m4

* = 65 mm = 6"5 )m

= 7"5 mm = 0"75 )m

= 160 mm = 16 )m

r t = 10"5 mm = 1"05 )m

x = 18"4 mm = 1"84 )m

( = 80 mm = 8 )m

8


9/82

0,75

8

6,5

1,05

0,75

16

1,05

1,84

+er!t#ngan omen tat!% Dar! B!ang e%er or!ng

@eraa' #m*# x x

1 = 6"5 x 1"05 = 6"825 )m2

2 = :8 1"05; x 0"75= 5"213 )m2

F1 = 8 $

2

05"1

= 7"475 )m

F2 = 2

05"18

= 3"475 )mx = :1 . F1; G : 2 . F2;

= :6"825 x 7"475; G :5"213 x 3"475;

= 69"130 )m3

*x = 0"75 )m

@eraa' %#m*# ($(

1 = 1"84 x 1"05 = 1"932 )m2

2 = 16$ : 1"05 x 2 ; x 0"75= 10"425 )m2

3 = 1"84 x 1"05 = 1"932 )m2

E1 = 2

84"1

= 0"920 )m

E2 = 1"84 $ 275"0

= 1"465 )m

E3 =2

84"1

= 0"920 )m( = : 1 . E1; G : 2. E2 ; G : 3.E3;

= :1"932 x 0"920;G:10"425 x 1"465;G:1"932 x 0"920(

= 18"828

*( = 2 x 1"05 = 2"1 )m

3 @egangan ge%er ak!*at 'em*e*anan teta' : kom*!na%! 'r!mer ;

(t* =((

((

x

xx

.,*

.D

.*

.D+

xI

9


10/82

= 3"851"2828"1863"87

92575"0

130"69142"97

+

= 23"460 kg / )m > 0"58 x 1867 kg/)m2= 1082"86 Aman

4 @egangan ge%er ak!*at 'em*e*anan teta' : kom*!na%! %ek#ner ;

(t* =((

((

((

xx

.,*

.D

.,*

.D+

= 3"851"2828"1863"87

92575"0

130"6958"163

+

= 25"510 > 1"3 x 1867 kg/ )m2 = 2427"1 kg/)m2 Aman

Jad ,r#6% CNP 1 da,a! dgunakan un!uk g#rdng.

10


11/82

BAB III

PE+BEBANAN KUDA 7KUDA DAN PERHITUNGAN

GA8A BATANG

.1 . PERHITUNGAN +UATAN

#atan$m#atan (ang akan !!m'akan %et!a' t!t!k *## 'aa rangka k#a$

k#a aaa" m#atan !#'" m#atan ang!n" 'er!t#ngaan m#atan ter%e*#t aaa

%e*aga! *er!k#t.

.1.1 +ua!an +a!

$ *erat ata' genteng G ka%a# G reng = 50 x 2"345 = 117"25 kg/m

$ *erat gor!ng + 16 = 18"8 kg/m

$ *erat k#a$k#a !t#ng *ea%arkan r#m#% 'enekatan ar! ,r oa an

k!oang = : $ 2 ; %/ : G 5 ; kg/m2 = 'anang *atang k#a$k#a

= : 16 2 ; %/ : 16 G 5 ;

= 14 kg/m2 %/ 21 kg/m2

%e*aga! %tanar !am*! (ang mak%!m#n = 21kg

/m2

$ *erat *ergant#ng G 'a-on =7 kg/m2 G11 kg/m2 = 18 kg/m2

$ *erat *re)!ng :!katan ang!n ; !am*! 25K ar! *erat k#a$k#a

= 0"25 x 21 kg/m2 = 5"25 kg/m2

.1.2. +ua!an Hdu,

a. +ua!an Ter,ua!

en#r#t ++, 1987 *e*an !#' (ang a'at !)a'a! an !*e*an! %e*e%ar

100 kg

b. +ua!an Ar Hu)an

Bekera 'aa t!t!k *## 'aa *ag!an ata%" *e%ar tergant#ng 'aa %##t

kem!r!ngan : ++, 1987 ; !mana > 50 !!t#ng engan r#m#% L

a = 40 0"8 kg/m2

= 40 0"8 x 3147o

= 14"824 kg/m2

11


12/82

.2. PERLI+PAHAN +UATAN PADA TITIK BUHUL

.2.1 Per%m,a5an +ua!an +a! Dan +ua!an Hdu, 'Pembebanan Te!a,(

A. Un!uk T!k Bu5u% Bagan A!a

T!k bu5u% A 7 B

$ Berat genteng G ka%a# G reng = : M x 2"345 G 2 ; x 4 x 50 = 434"500kg

$ Berat gor!ng = :4 x 50; G :1/2 x 4x 18.80; = 237"600kg

$ Berat k#a k#a = 1/16: 16 x 4 x 21; = 84"000kg

$ Berat 'a-on G 'enggant#ng = M :2; x 4 x 18 = 72"000 kg

$ Berat *ra)!ng = 1/16: 16 x 4 x 5"25 = 21"000 kg

$ Berat !#' a!r #an = : 1/2x 2"345 ; x 4 x 14"824 = 69"524 kg

+ = 918"624 kgT!k Bu5u% CDEGHI

$ Berat genteng G ka%a# G reng = M :2"345 G2"345; x 4 x 50 = 469"000 kg

$ Berat gor!ng = :4 x 18"80;G :M x4x18"80; = 112"800kg

$ Berat k#a k#a = 1/16: 16 x 4 x 21; = 84"000kg

$ Berat *ra)!ng = 1/16: 16 x 4 x 5"25 = 21"000 kg

$ Berat !#' a!r #an = 1/2:2"345G2"345 ; x 4 x 14"824 = 139"049 kg

+ = 825"849 kgT!k bu5u% 9

$ Berat genteng G ka%a# G reng = 1/2: 2"345 G 2"345 ; x 4 x 50 = 469"000 kg

$ Berat gor!ng = :4x18"80;G: M x4x 18.80 = 112"800 kg

$ Berat k#a k#a = 1/16: 16 x 4 x 21; = 84"000kg

$ Berat *ra)!ng = 1/16: 16 x 4 x 5"25 = 21"000 kg

$ Berat !#' a!r #an = :1/2x 2"345 ; x 4 x 14"824 = 69"524 kg

+ = 756"324 kgB. Un!uk T!k Bu5u% Bagan Ba:a5

T!k Bu5u% J KL+N* P

$ Berat k#a k#a = 1/16: 16 x 4 x 21; = 84"000kg

$ Berat 'a-on G 'enggant#ng = M : 2 G 2 ; x 4 x 18 = 144"000 kg

$ Berat *ra)!ng = 1/16: 16 x 4 x 5"25; = 21"000 kg

$ Be*an !#' / ter'#%at = 100 = 100.000 kg

+ = 349"000 kg

12


13/82

.2.2. Pe%m,a5an +ua!an Angn

$ De%akan ang!n : N ; = 56 kg/mO

$ ?em!r!ngan ata' : ; = 31"47

a. Angn Tekan

$ ?oe-!%!en ang!n tekan = 0.02 $ 0.4

= 0.02 x 31"47o 0.4

= 0"229

@!t!k B## A = B

+ = :1/2x 2"345 ; x 0.229 x 4 x 56 = 60"145 kg

@!t!k B## = D = = = = ,

+ = 1/2: 2"345 G 2"345 ; x 0.229 x 4 x 56 = 120"289 kg@!t!k B##

+ = : 1/2x 2"345 ; x 0.229 x 4 x 56 = 60"145 kg

b. Angn Ha,

$ ?oe-!%!en ang!na !%a' = $ 0"4

@!t!k B## A = B

+ = :1

/2x 2"345 ; x : $0.4 ; x 4 x 56 = $ 105"056 kg@!t!k B## =D====,

+ = M : 2"345 G 2"345 ; x $0.4 x 4 x 56 = $ 210"112 kg

@!t!k B##

= : 1/2x 2"345 ; x : $0.4 ; x 4 x 56 = $ 105"101 kg

13


14/82

K#n!r#% Ga;a Ba!ang Degan +e!#de R!!er

=31.47

+9 = 918"624 ?g

+5= 756"324?g

+4 = 825"849 ?g

+3= 825"849?g

+2= 825"849?g

+1 = 918"624 ?g

+6 = 825"849 ?g

+7= 825"849?g

+8 = 825"849 ?g

+10 =349"000?g +11 = 349"000 ?g +10 = 349"000 ?g+11 =349"000?g+ 12 = 34 9" 000 ?g +12 = 3 49" 000 ?g+12 =349.000?gPA = 4995"833?g PB = 4995"833?g

m#atan @eta'

PA =PB = 2;3497:;324"756:;849"8256:;624"9182: XXX +++

= 4995"833 ?g : ;

D!t#na# ar! %e*ea k!r! 'otongan ,$,

QJ = 0

:PAx 2;$ :+1 x 2; G:A1x V1o% ; = 0

:4995"833 x 2;$: 918"624 x 2; G :A1x 1"040 ; = 0

9991"666 1837"248 G A1x 1"040 = 0

8154"418 G A1x 1"040 = 0

A1 = 8154"418 / 1"040 = $ 7840"786 ?g : @ekan ;

a%! etoe remona Batang A1= 7806"050 ?g :@ekan;

?e%aaan =K3K00408"0K100

786"7840

050"7806786"7840


15/82

:PAx 2;$ :+1 x 2; G:B1x 1"22; = 0

:4995"833 x 2;$: 918"624 x 2;G : B1 x 1"22; =0

9991"666 1837"248 G B1x 1"22 = 0

8154"418 G B1x 1"22=0

B1= 8154"418 / 1"22 = G 6683"949 :tar!k;

a%! ar! metoe remona B1= G6656"650 kg :@ar!k;

?e%aaan =K3K00408"0K100

949"6683

650"6656949"6683


16/82

V3R 3"670 1946"050 488"545 $276"390 1946"050 2434"595 1669"660D1 3"160 1539"500 179"575 $549"490 1539"500 1719"075 990"010D2 4"180 2000"650 233"840 $481"505 2000"650 2234"490 1519"145

D3 5"290 2478"900 295"210 $527"455 2478"900 2774"110 1951"445D1R 3"160 1539"500 $549"490 179"575 1539"500 990"010 1719"075D2R 4"180 2000"650 $481"505 233"840 2000"650 1519"145 2234"490D3R 5"290 2478"900 $527"455 295"210 2478"900 1951"445 2774"110

16


17/82

BAB I&

PENDI+EN


18/82

! =50155"202

16"1

15"234=

t!ak aman

18


19/82

Ja! agar *atang A1 an A1aman" maka *atang !n! ar#% !*er! 'eat ko''e agar

*atang t!ak menek#k" #nt#k menent#kan #ma 'eat ?o''e !'aka! r#m#%

'enekatan.

i= in

KiLi

i =)m58

1

16"150

k!

!nS!=

=

Ja! *an(akn(a a'angan

5043"458

5"234==

Li

L

%e!nga ! =)m90"46

5234"5

51 ==

?ontro

! =50)m40"431

1"16

90"461


20/82

= 46"385 140 aman

4.x1.2 i

x= 130"278

1.2 i= 1.2 :40"431; = 45"517

130"278 45"517 aman

5.Aiy1"2 . i

Ai( = 46"385

1.2 i= 1.2 :40"431; = 45"102

46"385 45"102 aman

6. =

nF

wp

2/1867 cmKg=

N = -a)tor tek#k

&nt#k menent#kan arga N tergant#ng 'aa xan i(an (ang !'!! aaa

mem'#n(a! arga (ang 'a!ng *e%ar.

x = 130"278 :(ang !'!!;

i( = 46"385

ar! a-tar kon%tr#k%! *aa" #nt#k *aa = e 430

=1867 kg/)m2

1= 130 N = 3"805

2= 131 N = 3"864x= 130"278 N = 3"821 U !a'at ar! !nter'oa%!

$ @egangan (ang t!m*# ak!*at *e*an 'r!mer

2kg/)m1867545"165103"92

050"7806821"3

n-

+rNC =

== :aman;


20


21/82

2kg/)m1867743"162603"92

7688"820821"3

n-

+%NC =

== :aman;

600,8

60

30.00

60.00

30.00

30.00

60.00

30.00

D = 2K + = 0.02 :7806"050 ; = 156"121 ?g

+eat ko''e menaan %a(a' !ntang aam

ara (ang *eraNanan %e!ngga t!m*#

momen ko''e %e*e%ar

= D . ! = 156"121 x 46"90

= 7322"075 kg/)m

@egangan (ang tera! ak!*at ga(a !ntang

21


22/82

@ =kg2069"183

0.82:1"77;

7322"075

a2e

=+

=+

Ak!*at @ 'eat akan mengaam! reak%!

%e*e%ar

2N;:a2

1@

kg183"20691

2069"183@

ko'e#mann

@@

11

1

1

+=

==

=

1= 2069"183 2

1

::0"8; G 2 . 0"35; = 1551"887 ?g/)m

x2 = 0

(2= 2 x 2"52 = 12"5

x2G (2 = 0 G 12"5 = 12"5

a(a (ang *ekera 'aa *a#t ak!*at @1ang%#ng

?* = Ba#tJ#man?g591"10342

2069"183

n

@1

===

?* = 0

Ak!*at momen

?m =kg0

12"5

0887"1551

W(2x

22

1( =

=+

?m =

kg452"37212"5

3887"1551

W(2x

22

1( =

=+

? = 1034"591 G 0 = 1034"591 ?g

? = 0 G 372"452 = 372"452 ?g

? = 22 ?? +

=22;452"372:;591"1034: +

? = 1099"590 ?g

22

50.0

50.0


23/82

+g% = n 41

. 2. 0"6 +g% = ?

C0.6X

+g%4

=

18676"014"31

590"10994

=

= 1"250 )m

!)o*a Y 1/2Z = 1"270 )m

t = 2 . = 2 . :1"270; = 2"54 = 3 )m

= 3"5 . = 3"5 :1"270; = 4"445 = 5 )m

+g% = 1. 41

. 3"14 :1"270;2. 0"6 . 1867 =1418"315 kg

+g% =1418"315 ?g [ 1079"048 ?g U :aman;

(arat ?ontro 'eat ?o''e

23


24/82

30

30

50

+== 1082"860 ?g/)m2 aman

?ek#atan 'eat ?o''e

7. i

I

a

P

1101

,' = n . 12

1

* 3

= 1 . 12

1

0.8 :11;3= 88"733 )m

a = 2.e G a = 2 . 1"77 G 0"8 = 4"340 )m

,x= 29.10 )m4

i= 46"90 )m

90"46

10"2910

340"4

733"88

10 1

iL

L

a

Ip

24


25/82

20"445 )m36"205 )m2 aman

jadi batang A1s/d A1digunakan profil 60 . 60 . 8

/.1 BATANG H*RI?*NTAL ' B1=d B1>(

$ +% = 7173"915 ?g :tar!k;

$ x = 200 )m

n=

2)m123"518670.75

7173"915

C75.0

+=

=

n1=

2

n )m561"2:5"123;2

1

2

1==

*r=

2n1 )m012"30"85

2"561

a

==

,m!n=)m0.0083

240

12

S

?

max

xx =

=

D!'!! 'ro-! 60 . 60 . 6

Dengan = 6"91 )m2

ix= 1"82 )m

iT = 1"17 )m

2 [ 2.*r

2:6"91; [ 2:3"012;

13"82 )m2[ 6"024 )m2

?ontro @egangan

22 ?g/)m1867C?g/)m701"610;82"13:0"85

7173"915C'% =


26/82

/. BATANG &ERTIKAL

Ba!ang &1Dan &1@

4.2 a(a *atang (ang *ekera

$ +'r= 821"450 :tekan;

$ +% = 948"400 :tekan;

$ x = 1"22 m = 122 )m

4.3

8. max=140

x

xx

i

KI

4.4 ?x= 1 !%!n! t#m'#an !angga' %en!$%en!

4.5 &nt#k 'eren)anaan ata'" *atang tekan max= 140

4.6)m87"0

140

1122

S

?,!

max

xxx =

=

=

4.7

4.8 !'!! 'ro-! 45 . 45 . 5

4.9 ,x= ,(=7"83 )m4

4.10 ix= i(= 1"35)m

4.11 e= 1"26 )m

4.12 = 4"30 )m

4.13 iT =0"87 )m

4.14 = 25 mm = 0"25 )m+enam'ang !emakan

4.15

4.16 ?ontro

4.17 x=140370"9035"1

1122


27/82

4.19 Ja! agar *atang A1 an A1 aman" maka *atang !n! ar#% !*er! 'eat

ko''e agar *atang t!ak menek#k" #nt#k menent#kan #ma 'eat ?o''e

!'aka! r#m#% 'enekatan.

4.20 i= inKiLi

4.21 i =)m50"43

1

87"050

k!

!nS!=

=

4.22 Ja! *an(akn(a a'angan

4.23380"2

50"43

122==

Li

L

4.24 %e!nga ! =)m66"40

3

122

3

1 ==

4.25 ?ontro

4.26 ! =50)m46"74

0"87

66"401


28/82

4.374.384.394.40

4.41

4.42 !( =

22;:

2i

my +

4.43

22;74"46:

2

2;45"899: +=

4.44 = 65"508 140 aman

4.454.46

11.x1.2 i

4.47 x= 90"370

4.48 1.2 i= 1"2 :45"899; = 55"079

4.49 90"370 55"079 aman

4.50

12.Aiy1"2 . i

4.51 Ai( = 65"5084.52 1.2 i= 1"2 :46"74; = 56"088

4.53 65"508 56"088 aman

4.54

13. =

nF

wp

4.552/1867 cmKg=

4.56 N = -a)tor tek#k

4.57 &nt#k menent#kan arga N tergant#ng 'aa x an i(an (ang

!'!! aaa mem'#n(a! arga (ang 'a!ng *e%ar.

4.58 x = 90"370 :(ang !'!!;

4.59 i( = 65"508

/. ar! a-tar kon%tr#k%! *aa" #nt#k *aa = e 430

4.61 =1867 kg/)m2

28


29/82

4.62 1= 90 N = 1"964

4.63 2= 91 N = 1"991

4.64 x= 90"370 N = 1"974U !a'at ar! !nter'oa%!

4.65

4.66


4.67

2kg/)m1867551"18830"42

450"8211"974

n-

+rNC =

==

:aman;

$ @egangan (ang t!m*# ak!*at *e*an %ek#ner

4.68

2kg/)m1867954"22530"42

948"400974"1

n-

+%NC =

==

:aman;

4.69

4.70

60860

25

25

25

25

50

50

29


30/82

4.71 D = 2K + = 0.02 :821"450 ; =

16"429 ?g

4.72 +eat ko''e menaan %a(a' !ntang

aam ara (ang *eraNanan %e!ngga

t!m*# momen ko''e %e*e%ar

4.73 = D . ! = 16"429x 40"66

4.74 = 668"003 kg/)m

4.75 @egangan (ang tera! ak!*at ga(a

!ntang

4.76 @ =

kg265"8800.82:1"26;

668"003

a2e

=

+=

+

4.77 Ak!*at @ 'eat akan mengaam!

reak%! %e*e%ar

4.782N;:a

2

1@

kg265"8801

265"880@

ko'e#mann

@@

11

1

1

+=

==

=

4.79 1= 265"880 2

1

::0"8; G 2 . 0"25;4.80 = 106"852 ?g/)m

4.81

4.82 x2 = 0

4.83 (2= 2 x 2"52 = 12"5

4.84 x2G (2 = 12"5

30


31/82

4.85 a(a (ang *ekera 'aa *a#t ak!*at @1ang%#ng

4.86 ?* =Ba#tJ#man?g94"132

2

880"265

n

@1 ===

4.87 ?* = 0

4.88

4.89 Ak!*at momen

4.90 ?m =kg0

12"5

0x106"852

W(2x

22

1( ==+

4.91 Khm =kg25"64

12"5

3106"852

W(2x

22

1( =

=+

4.92

4.93 ? = 132"94 G 0 = 132"94?g

4.94 ? = 0 G 25"64 = 25"64 ?g

4.95

4.96 ? =22

?? +

4.97 =22 ;64"25:;94"132: +

4.98 ? = 135"390 ?g

4.99

4.100 +g% = n 4

1

. 2. 0"6 +g% = ?

4.101 C0.6X

+g%4

=

4.102 18676"014"31390"1354

=

4.103 = 0"392 )m

4.104 !)o*a Y 1/4Z = 0"635 )m

4.105 t = 2 . = 2 . :0"635; = 1"27 = 2 )m

4.106 = 3"5 . = 3"5 :0"635; = 2"2225 = 3 )m4.107

4.108 +g% = 1.4

1

. 3"14 :0"635;

2

. 0"6 . 1867

31


32/82

25

25

504.109 =354"578 kg

4.110 +g% =354"578 ?g [ 135"390 ?g U :aman;

4.111(arat ?ontro 'eat ?o''e

4.112

+== 1082"860 ?g/)m2

aman

4.119 ?ek#atan 'eat ?o''e

14. i

I

a

P

1101

4.120 ,' = n . 12

1

* 3

4.121 = 1 . 121

0.8 :10;3= 66"667 )m

4.122 a = 2.e G a = 2 . 1"26 G 0"8 = 3"32 )m

32


33/82

4.123 ,x= 7"83 )m4

4.124 i= 40"66 )m

4.125 66"4083"7

1032"3

667"66

10 1

iL

L

a

Ip

4.126 20"080 )m31"92 )m2 aman

4.127 jadi batang V1s/d V1digunakan profil 45 . 45 . 5 .

33


34/82

4.128 Ba!ang &2Dan &2>


$ +'r= 1383"750 :tekan;

$ +% = 1175"525 :tekan;

$ x = 2"45 m = 245 )m

4.130

4.131 max=140

x

xx

i

KI

4.132 ? x= 1 !%!n! t#m'#an !angga' %en!$%en!


4.134)m75"1

140

1245

S

?,!

max

xxx =

=

=

4.135

4.136 !'!! 'ro-! 60 . 60 . 6

4.137 ,x= ,(= 22"8 )m4

4.138 ix= i(= 1"82)m

4.139 e= 1"69 )m

4.140 = 6"91 )m

4.141 iT =1"17 )m


4.143 ?ontro

4.144 x=140615"134

82"1

1245


35/82

4.149

4.150 i= inKiLi

4.151 i =)m50"58

1

17"150

k!

!nS!==


4.15351880"4

50"58

245==

Li

L

4.154 %e!nga ! =)m49

5

245

5

1==

4.155 ?ontro

4.156 ! =50)m41"880

1"17

491


36/82

4.168 !( =

22;:

2i

my +

4.16922 ;880"41:2

2;255"104: +=

4.170 = 112"352 140 Aman

4.171

4.172

16. x1.2 i

4.173 x= 134"615

4.174 1.2 i= 1.2 :41"880; = 50"2564.175 134"615 50"256 aman

4.176

17.Aiy1"2 . i

4.177 Ai(= 112"352

4.178 1.2 i= 1.2 :41"880; = 50"256

4.179 112"35250"256 aman

4.180

4.181 =

nF

wp

4.1822

/1867 cmKg=

4.183 N = -a)tor tekn!k



4.185

4.186 x = 134"615 :(ang !'!!;

/.14 i(= 112"352 ar! a-tar kon%tr#k%! *aa" #nt#k *aa = e 430

4.188 =1867 kg/)m2

4.189 1= 134 N = 4"043

4.190 2= 135 N = 4"104

4.191 x= 134"615 N = 4"081 U !a'at ar! !nter'oa%!

36


37/82

4.192


4.193

2

kg/)m1867617"40891"62

750"1383081"4

n-

+rN

C =

==

:aman;

4.194

4.195 @egangan (ang t!m*# ak!*at *e*an %ek#ner

4.196

2kg/)m18671049"47091"62

1591"975081"4

n-

+%NC =

==

:aman;

37


38/82

4.197

600,8

60

20

20

20

20

50

50

4.198 D = 2K + = 0.02 :1383"750 ; =

27"675 ?g

4.199 +eat ko''e menaan %a(a' !ntang

aam ara (ang *eraNanan %e!ngga

t!m*# momen ko''e %e*e%ar

4.200 = D . ! = 27"675x 49

4.201 = 1356"075 kg/)m


!ntang

4.203 = @:2e G a;

38


39/82

4.204 @ =

kg402"0050.82:1"69;

1356"075

a2e

=

+=

+

4.205


reak%! %e*e%ar

4.207 2N;:a21

@

kg005"4021

402"005@

ko'e#mann

@@

11

1

1

+=

==

=

4.208 1= 402"005 2

1

::0"8; G 2 . 0"35;4.209 = 301"504 ?g/)m4.2104.2114.212

4.2134.214

4.215 x2

= 04.216 (2= 2 x 2"52 = 12"5

4.217 x2G (2 = 12"5


4.219 ?* =Ba#tJ#man?g002"201

2

005"402

n

@1 ===

4.220 ?* = 0

4.2214.222 Ak!*at momen

4.223 ?m =kg0

12"5

0x301"504

W(2x

22

1( ==+

4.224 Khm =kg083"25

12"5

3504"301

W(2x

22

1( =

=+

4.225

4.226 ? = 201"002 G 0 = 201"002 ?g

39


40/82

4.227 ? = 0 G 25"083 = 25"083 ?g

4.228

4.229 ? =

22 ?? +

4.230 =22 ;083"25:;002"201: +

4.231 ? = 202"561?g

4.232

4.233 +g% = n 4

1

. 2. 0"6 +g% = ?

4.234 C0.6X

+g%4

=

4.235 18676.014.31561"2024

=

4.236 = 0.230 )m

4.237

4.238 !)o*a Y 1/2Z = 1"270

4.239 t = 2 . = 2 . :1"270; = 2"540 = 3 )m

4.240 = 3"5 . = 3"5 :1"270; = 4"445 = 5 )m4.2414.242

4.243 +g% = 1. 4

1

. 3"14 :1"270;2. 0"6 . 18674.244 =1418"315 kg

4.245 +g% =1418"315 ?g [ 202"561 ?g U :aman;

4.246

4.247

4.248

4.249 (arat ?ontro 'eat ?o''e

40


41/82

20

20

504.250

+== 1082"860 ?g/)m2

aman


18. i

I

a

P

1101

4.258 ,' = n . 12

1

* 3

4.259 = 1 . 12

1

0"8 :9;3= 48"60 )m

4.260 a = 2.e G a = 2 . 1"69 G 0"8 = 4"18 )m

4.261 ,x= 22"8 )m4

4.262 i= 49 )m

41


42/82

4.263 49

8"2210

18"4

60"48

10 1

iL

L

a

Ip

4.264 11"627 )m34"653 )m2 aman

4.265 jadi batang V2s/d V2 digunakan profil 60 .60 . 6

Ba!ang &Dan &>


$ +'r= 1946"050 :tekan;

$ +% = 1669"660 :tekan;

$ x = 3"67 m = 367 )m

4.267

4.268 max=140

x

xx

i

KI

4.269 ? x= 1 !%!n! t#m'#an !angga' %en!$%en!


4.271 )m621"21401367

S

?,

! max

xx

x =

=

=

4.272

4.273 !'!! 'ro-! 90 . 90 . 9

4.274 ,x= ,(= 116 )m4

4.275 ix= i(= 2"74)m

4.276 e= 2"54 )m

4.277 = 15"5 )m

4.278 iT =1"76 )m


4.280

4.281 ?ontro

4.282 x=140942"133

74"2

1367


43/82

4.283 ! =50

in

KiLi

4.284 ! = 50523"20876"1

1367

=

t!ak aman

4.285

4.286 Ja! agar *atang A2 an A2 aman" maka *atang !n! ar#% !*er! 'eat

ko''e agar *atang t!ak menek#k" #nt#k menent#kan #ma 'eat ?o''e

!'aka! r#m#% 'enekatan.

4.287 i= inKiLi

4.288 i =)m88

1

76"150

k!

!nS!=

=


4.2905170"4

88

367==

Li

L

4.291 %e!nga ! =)m40"73

5

367

5

1==

4.292 ?ontro

4.293 ! =50)m41"704

1"76

40"731


44/82

4.302 i( =

)m016"45"152

499"952

n-

,( =

=

4.3034.304 ( =

)m91"3844"016

3671

,?

(

(( =

=

4.305 !( =

22 ;:2

im

y +

4.306

22;704"41:

2

2;384"91: +=

4.307 = 100"450 140 Aman

4.308

4.309

4.310

19.x1.2 i

4.311 x= 133"942

4.312 1"2 i= 1"2 :41"704; = 50"045

4.313 133"942 50"045 aman

4.314

20.Aiy1"2 . i

4.315 Ai(= 100"450

4.316 1"2 i= 1"2 :41"704; = 50"045

4.317 100"450 50"045 aman

4.318

21. =

nF

wp

4.3192/1867 cmKg=

4.320 N = -a)tor tek#k



4.322

44


45/82

4.323 x = 133"942 :(ang !'!!;

/.2/ i(= 100"450 ar! a-tar kon%tr#k%! *aa" #nt#k *aa = e 430

4.325

=1867 kg/)m2

4.326 1= 133 N = 3"983

4.327 2= 135 N = 4"104

4.328 x= 133"942 N = 4"040 U !a'at ar! !nter'oa%!

4.329


4.330

2kg/)m1867594"217

5"152

660"1669040"4

n-

+rNC =

==

:aman;

$ @egangan (ang t!m*# ak!*at *e*an %ek#ner

4.331

2kg/)m1867614"2535"152

1946"050040"4

n-

+%NC =

==

:aman;

4.332

4.3334.334 D = 2K + = 0.02 :1946"050 ; =

38"921 ?g

45


46/82

4.335

600,860

25

25

25

25

50

50

+eat

ko''e menaan %a(a' !ntang aam ara

(ang *eraNanan %e!ngga t!m*# momen

ko''e %e*e%ar

4.336 = D . ! = 38"921x 73"404.337 = 2856"80 kg/)m


!ntang

4.339 = @:2e G a;

4.340 @ =

kg563"162

0"82:2"54;

2856"80

a2e

=

+=

+

46


47/82

4.341

4.342

4.343

4.344


reak%! %e*e%ar

4.3462N;:a

2

1@

kg563"1621

563"162@

ko'e#mann

@@

11

1

1

+=

==

=

4.347 1= 563"162 2

1

::0"8; G 2 . 0"50;4.348 = 226"265 ?g/)m

4.349 x2 = 0

4.350 (2= 2 x 2"52 = 12"5

4.351 x2G (2 = 12"5


4.353 ?* =Ba#tJ#man?g81"5812

2

162"563

n

@1 ===

4.354 ?* = 0

4.355

4.356 Ak!*at momen

4.357 ?m =

kg012"5

0x226"265

W(2x

22

1( ==+

4.358 Khm =kg30"54

12"5

3226"265

W(2x

22

1( =

=+

4.359

4.360 ? = 281"581 G 0 = 281"581 ?g

4.361 ? = 0 G 54"30 = 54"30 ?g

4.362

4.363 ? = 22 ?? +

47


48/82

4.364 =22 ;30"54:;581"281: +

4.365 ? = 286"769 ?g

4.366

4.367 +g% = n 4

1

. 2. 0"6 +g% = ?

4.368 C0.6X

+g%4

=

4.369 18676"014"31769"2864

=

4.370 = 0"571 )m4.371

4.372 !)o*a Y 1/2Z = 1"270

4.373 t = 2 . = 2 . :1"270; = 2"540 = 3 )m

4.374 = 3"5 . = 3"5 :1"270; = 4"445 = 5 )m4.3754.376

4.377 +g% = 1. 4

1

. 3"14 :1"270;2

. 0"6 . 18674.378 =1418"315 kg

4.379 +g% =1418"315 ?g [ 286"769 ?g U :aman;

4.380

4.381

4.382

4.383 (arat ?ontro 'eat ?o''e

48


49/82

25

25

504.384

+== 1082"860 ?g/)m2

aman


22. i

I

a

P

1101

4.392 ,' = n . 121

* 3

4.393 = 1 . 121

0.8 :10;3= 66"67 )m

4.394 a = 2.e G a = 2"54 G 0"8 = 3"34 )m

4.395 ,x= 116 )m4

4.396 i= 40"73 )m

49


50/82

4.397 40"73

11610

18"4

67"66

10 1

iL

L

a

Ip

4.398 15"949 )m315"770 )m2 aman

4.3 jadi batang V 3s/d V3 digunakan profil 0 .0 .

50


51/82

Ba!ang &/

4.400 Batang a(a Fang Bekera 'aa Batang V4

$ + = 174"650 ?g :tar!k;

$ x = 490 )m

4.401

4.402 n=

2)m125"018670.75

174"650

C75.0

+=

=

4.403 n1=

2

n )m0623"0:0"125;2

1

2

1==

4.404 *r=

2n1 )m0733"00.85

0"0623

a

==

4.405 ,m!n=)m042"2

240

1490

S

?

max

xx =

=

4.406

4.407 D!'!! 'ro-! 110 . 110 . 10

4.408 Dengan = 21"2 )m2

4.409 ix= 3"36 )m

4.410 iT = 2"16 )m

4.411 2 [ 2.*r

4.412 2:21"2; [ 2:0"0733;

4.413 41"4)m2[ 0"1466 )m2

4.414

4.415 ?ontro @egangan

4.416

22 ?g/)m1867C?g/)m963"4

;4"41:0.85

174"650C'r =


52/82

4.420240851"226

2"16

1490

!n

?S xx1

4.423 Batang a(a Fang Bekera 'aa Batang D1an D1

$ +% = 1719"075:tar!k;

$ x = 316 )m

4.424

4.425 n=

2)m228"118670"75

1719"075

C75.0

+=

=

4.426 n1=

2

n )m614"0:1"228;2

1

2

1==

4.427 *r=

2n1 )m722"00"85

0"614

a

==

4.428 ,m!n=)m317"1

240

1316

S

?

max

xx =

=

4.429

4.430 D!'!! 'ro-! 70 . 70 . 7

4.431 Dengan = 9"40 )m2

4.432 ix= 2"12 )m

4.433 iT = 1"37 )m

4.434 2 [ 2.*r

4.435 2:9"40; [ 2:0"722;

4.436 18.8 )m2[ 1"444 )m2

4.437


4.439

22?g/)m1867C?g/)m577"107

;8"18:0"85

1719"075C'r =


53/82

4.441 ?ontro ?eang%!ngan

4.442240057"149

2"12

1316

!

?S

x

xxx


54/82

4.460

22?g/)m1867C?g/)m800"84

;31:0"85

2234"490C'r =


55/82

4.479 50"8 )m2[ 2"33 )m2

4.480


4.482

22 ?g/)m1867C?g/)m245"64;8"50.5:0"8

2774"110C'r =


56/82

/./ BAB &

/./ PERHITUNGAN BAUT PADA TITIK BUHUL/./

0.1. KEKUATAN BAUT

4.491 C =1867 kg / )m2

4.492 \ = 0.6 x 1867 = 1120"2 kg / )m2

4.493 Ct# =1"5 x 1867 kg / )m2= 2800"5?g / )m2

4.494

0.1.1. Penen!uan Dame!er Bau!

4.495 Dar! *#k# !r ao !a'at r#m#% 'enekatan

4.496 e1 = 2

tb +

!mana * = e*ar 'ro-!4.497 e2 = * e1 t = te*a 'ro-!

4.498 e2 = ] 1"5 = !ameter

*a#t

4.499 e2 = < 3"5 e1 = *!ang x

e2 = *!ang (4.500

a. Batang ?ak! ?#a$?#a : A1 %/ A1; ^ 60 . 60 . 8

4.501 e1 = 2

t*+

= 2

860 +

= 34 mm4.502 e2 = 60 34 = 26 mm4.503

4.504 !)o*a Y 1/2 _ = 12"70 mm

4.505 1"5 :12"70; < e2 < 3"5 :12"70;4.506 19"05 mm < 26"00 mm < 44"45 mm

4.507

*. Batang or!Honta : B1 %/ B1; ^ 60.60.6

4.508 e1 e1 = 2

t*+

= 2

660+

= 33"00 mm4.509 e2 = 60 33"00 = 33"00 mm

4.510

4.511 !)o*a Y 1/2 _ = 12"70 mm

56


57/82

4.512 1"5 :12"70; < e2 < 3"5 :12"70;

4.513 19"05 mm < 33"00 mm < 44"45 mm

57


58/82

). Batang Vert!ka : V1 %/ V1 ; ^ 45.45.5

4.514 e1 = 2

t*+

= 2

545+

= 25 mm

4.515 e2 = 45$25 = 20 mm4.5164.517 !)o*a Y 1/4 _ = 6"35 mm

4.518 1,5:6"35; < e2 < 3"5 :6"35;

4.519 9"525 mm < 20 mm < 22"225 mm

4.520

. Batang Vert!ka : V2 %/ V2; ^ 60 . 60 . 6

4.521 e1 = 2

t*+

= 2

660 +

= 33"00 mm4.522 e2 = 60 33"00 = 33"00 mm

4.5234.524 !)o*a Y 1/2 _ = 12"70 mm

4.525 1"5 :12"70; < e2 < 3"5 :12"70;

4.526 19"05 mm < 33"00 mm < 44"45 mm

4.527

e. *atang ert!ka : V3 %/ V3_ ; ^ 90 . 90 . 9

4.528 e1 = 2

t*+

= 2

990 +

= 49"50 mm4.529 e2 = 90 49"50 = 40"50 mm

4.5304.531 !)o*a Y 1/2 _ = 12"70 mm

4.532 1"5 :12"70; < e2 < 3"5 :12"70;

4.533 19"05 mm < 40"50 mm < 44"45 mm

4.534

-. *atang ert!ka : V4; ^ 110 . 110 . 10

4.535 e1 = 2

t*+

= 2

10110+

= 60 mm4.536 e2 = 110 60 = 50 mm

4.5374.538 !)o*a Y 2/3 _ = 16"93 mm

4.539 1,5:16"93; < e2 < 3"5 :16"93;

4.540 25"40 mm < 50 mm < 59"25 mm

58


59/82

4.541

g. *atang !agona : D1 %/ D1 _; ^ 70 . 70 . 7

4.542 e1 = 2

t*+

= 2

770 +

= 38"5 mm4.543 e2 = 70 38"50 = 31"50 mm

4.5444.545 !)o*a Y 1/2 _ = 12"70 mm

4.546 1"5 :12"70; < e2 < 3"5 :12"70;

4.547 19"05 mm < 31"50 mm < 44"45 mm

4.548

. *atang !agona : D2 %/ D2 _; ^ 90 . 90. 9

4.549 e1 = 2

t*+

= 2

990 +

= 49"50 mm4.550 e2 = 90 49"50 = 40"5 mm

4.5514.552 !)o*a Y 1/2 _ = 12"70 mm

4.553 1"5 :12"70; < e2 < 3"5 :12"70;

4.554 19"05 mm < 40"50 mm < 44"45 mm

4.555

!. *atang !agona : D3 %/ D3 _; ^ 120. 120 . 11

4.556 e1 = 2

t*+

= 211120 +

= 65"50 mm4.557 e2 = 120 65"50 = 54"50 mm

4.5584.559 !)o*a Y 2/3 _ = 16"93 mm

4.560 1,5:16"93; < e2 < 3"5 :16"93;

4.561 25"40 mm < 54"50 mm < 59"25 mm

4.562

4.563

4.564

4.565

4.566

4.567

4.568

59


60/82

4.569

4.570

0.1.2 ,er5!ungan kekua!an bau!

4.571 te*a 'at *## = 8 mm

4.572 %am*#ngan 'enam'ang 2

#nt#k 'ro-! ^ 120. 120 . 11

4.573 te*a 'ro-! t1 = 2 x 11 = 22 mm

4.574 t2 = = 8 mm

4.575 t terke)! = 8 mm

4.576

#nt#k 'ro-! ^ 110 . 110 . 10

4.577 te*a 'ro-! t1 = 2 x 10 = 20 mm

4.578 t2 = = 8 mm

4.579 t terke)! = 8 mm

4.580

#nt#k 'ro-! ^ 90 . 90 . 9

4.581 te*a 'ro-! t1 = 2 x 8 = 16 mm

4.582 t2 = = 8 mm

4.583 t terke)! = 8 mm

4.584

#nt#k 'ro-! ^ 70 . 70 . 7

4.585 te*a 'ro-! t1 = 2 x 7 = 14 mm

4.586 t2 = = 8 mm

4.587 t terke)! = 7 mm

4.588

#nt#k 'ro-! ^ 60 . 60 . 8

4.589 te*a 'ro-! t1 = 2 x 8 = 16 mm

4.590 t2 = = 8 mm

4.591 t terke)! = 8 mm

4.592

#nt#k 'ro-! ^ 60 . 60 . 6

60


61/82

4.593 te*a 'ro-! t1 = 2 x 6 = 12 mm

4.594 t2 = = 8 mm

4.595 t terke)! = 6 mm

#nt#k 'ro-! 45 .45 . 5

4.596 te*a 'ro-! t1 = 2 x 5 = 10 mm

4.597 t2 = = 8 mm

4.598 t terke)! = 5 mm

4.599

4.600 te*a 'ro-! (ang terke)! aaa 8 mm

4.601

#nt#k *a#t Y 1/4 _ = 0"635 )m

4.602 'g% = n 4

1

.X . 2 . 0"6 . C

4.603 = 2 x4

1

x. 3"14 x :0"635;2 x 0"6 x 1867 = 709"157 kg

4.604 +t# = * . t . 1"5 . 1867

4.605 = 0"735 x 0"8 x 1"5 x 1867 = 1646"694 kg

4.606 +g% > +t# = 709"157 kg > 1646"694 kg/.4 P 1/@/ kg

4.608

#nt#k *a#t Y 1/2 _ = 1"270 )m

4.609 'g% = n 4

1

.X . 2 . 0"6 . C

4.610 = 2 x4

1

x. 3"14 x :1"270;2 x 0"6 x 1867 = 2836"63 kg

4.611 +t# = * . t . 1"5 . 1867

4.612 = 1"370 x 0"8 x 1"5 x 1867 = 3069"348 kg

4.613 +g% > +t# = 2836"63 kg > 3069"348 kg

/.1/ P @/ kg

/.10

4.616

4.617

4.618

61


62/82

4.619

4.620

4.621

#nt#k *a#t Y 2/3 _ = 1"693 )m

4.622 'g% = n 4

1

.X . 2 . 0"6 . C

4.623 = 2 x4

1

x. 3"14 x :1"693;2 x 0"6 x 1867 = 5040"912 kg

4.624 +t# = * . t . 1"5 . 1867

4.625 = 1"793 x 0"8 x 1"5 x 1867 = 4017"037 kg

4.626 +g% > +t# = 5040"912 kg > 4017"037kg/.24 P 0/@12 kg

4.628

4.629 Batang

4.630 'ro-!

4.631 @a*e 'at*##

4.632 Y*a#t

4.633 +g%

4.634 +t#

4.635 (ang!t!n

a#

4.6364.637 : m

m;

4.638

: mm;

4.639

!n)!

4.640

: mm;

4.641 :

kg ;

4.642 :

kg ;

4.643 :

kg ;4.644 A

1%/A

1

4.645 B

1%/B

1

4.646 V

1%/V

1

4.647 V

2%/V

2

4.648 V3%/

V3

4.649 V

4

4.650 D1%/

4.653 60.

60.6

4.654 60.

60.6

4.655 45.

45.5

4.656 60.

60.6

4.657 90.90.9

4.658 11

0.110.1

0

4.659 70.

70.7

4.660 90.

90.9

4.662

8

4.663

8

4.664

8

4.665

8

4.6668

4.667

8

4.668

8

4.669

8

4.670

4.671

1/2

4.672

1/2

4.673

1/4

4.674

1/2

4.6751/2

4.676

2/3

4.677

1/2

4.678

1/2

4.679

4.680

6"35

4.681

6"35

4.682

6"35

4.683

12"70

4.68412"70

4.685

16"93

4.686

12"70

4.687

12"70

4.688

4.689 2

836"6

3

4.690 7

09"15

7

4.691 7

09"15

74.692 2

836"6

3

4.693 2

836"6

3

4.694 5

040"9

4.698 3

069"3

48

4.699 1

646"6

94

4.700 1

646"6

944.701 3

069"3

48

4.702 3

069"3

48

4.703 4

017"0

4.707 3

069"3

48

4.708 1

646"6

94

4.709 1

646"6

944.710 3

069"3

48

4.711 3

069"3

48

4.712 5

040"9

62


63/82

D1

4.651 D

2%/D

2

4.652 D

3%/D

3

4.661 12

0.120.1

1

8 2/3 16"93

12

4.695 2

836"6

34.696 2

836"6

3

4.697 5

040"9

12

37

4.704 3

069"3

484.705 3

069"3

48

4.706 4

017"0

37

12

4.713 3

069"3

484.714 3

069"3

48

4.715 5

040"9

124.716

4.717

4.718

4.719

4.720

4.721

4.722

4.723

4.7244.725

4.726

4.727

0.2. PERHITUNGAN JU+LAH BAUT PADA


64/82

A1

1

4.728

4.7294.7304.7314.7324.7334.734

4.7354.7364.7374.7384.739/.4/ Gambar 0.1 Per5!ungan Jum%a5 Bau! ,ada


65/82

4.751 J#ma *a#t*#a32"168

3069"348

6656"650

+

+B1 ===

4.752

Peren"anaan angker

4.753 &nt#k mem!! #k#ran an arak angker 'aa 'rtem#an antara

*atang or!Honta engan kak! k#a$k#a !a%arkan ata% ga(a or!Honta

ak!*at 'engar# ang!n !%a' an ang!n tekan (ang men!m*#kan reak%!

or!Honta

4.754

4.755 P 1 = Pe%#tan Ang!n @ekan

4.756 = 60"145 G 120"289 G 120"289 G 120"289 G 60"145

/.404 = 481"157 kg

4.758 P 2 = Pe%#tan Ang!n !%a'

4.759 = 105"056 G 210"112 G 210"112 G 210"112 G 105"056

4.760 = 840"448 kg

4.761

4.762 QA = 0

4.763 $ PB.16 $ :P2.)o% 12 ; G :P2%!n 2"5; G :P1.)o% 4; G :P1.%!n 2"5; = 04.764 $PB.12 $ :840"448.)o%31"47 .12 ; G :840"448 %!n31"47. 2"5; G

:481"157.)o%31"47. 4; G :481"157.%!n31"47 . 2"5; = 0

4.765 $PB.16 `:8601"954;G:1096"894;G:1641"541;G:627"972; = 0

4.766 $PB = 16

11968"361

4.767 PB = 748"022 kg : b ;

4.7684.769 QB = 0

4.770 PA .16 $ P2.)o% 12 ; G :P2%!n 2"4; G :P1.)o% 4; G :P1.%!n 2"4; = 0

4.771 PA 16 $ :840"448.)o%31"47 .12 ; G :840"448 %!n31"47. 2"4; G

:481"157.)o%31"47. 4; G :481"157.%!n31"47 . 2"4; = 0

4.772 PA 16 :8601"954 G 1053"018 G 1641"541 G 602"853

4.773 PA = 16

366"11899

4.774 PA = 743"710 kg : c ;

65


66/82

4.775

4.776 Q? = 0

4.777 P 1 %!n G P2 %!n PA = 0

4.778 :481"157.%!n31"47 ; G :840"448 %!n31"47; PA = 0

4.779 251"189 G 438"758 $ PA = 0

4.780 PA = 689"947 kg

4.781 e*aga! 'en(am*#ng 'at *## engan 'at ^ 'aa t#m'#an !g#nakan

d *a#t

4.782 1/2_ : 12"70 mm; engan ga(a + = 3069"348#ma *a#t :n;

4.783 n =

*#a20"225

3069"348

689"947

+

PA==

4.784 #k#ran angker (ang !ren)ana Y *a#t _ :12"70 mm; engan ga(a

4.785 + = 3069"348 %am*#ngan tam'ang %at#.

4.786 +g% = n 4

1

.X . 2 . 0.6 . C = 1 x4

1

x. 3"14 x :1"270;2 x 0"6 x 1867 =1418"315 kg

4.787 +t# = * . t . 1.5 . 1600 = 1"370 x 0"8 x 1"5 x 1867 = 3069"348 kg

4.788 +g% > 't# 1418"315 > 3069"348

4.789 J#ma angker :n; =*#a32"164

1418"315

3069"348

'

'

g%

==

4.7904.791 +aa kontr#k%! !n! !g#nakan *eton engan ? 175 (ang men'#n(a!

tegangan !H!n e%ak C%= 60 kg / )m2 !ren)anakan 'at : 97 x 110 x 8;

Be*an (ang !#k#ng 'at aaa

4.792

4.793 + = 9"7 x11 x 60 x = 6402 kg [ Pa = 743"710 kg : aman ;

4.794

/.40 0.2.2 T!k Bu5u% C

66


67/82

4.796 +A1 = 7806"050 ?g

4.797 +A2 = 7803"800 ?g

4.798 +V1 = 821"450 ?g

4.799

4.800 &nt#k *atang A1!g#nakan Y *a#t 1/2 Z

4.801 J#ma *a#t =*#a354"2

kg3069"348

kg7806"050

+

+A1 ==


4.803 J#ma *a#t =*#a3542"2

kg348"3069

kg800"7803

+

+A2 ==

4.804 &nt#k *atang V1!g#nakan Y *a#t 1/4 Z

4.805 J#ma *a#t =*#a24988"0

kg1646"694

kg821"450

+

+V1 ==

4.8064.8074.8084.8094.8104.8114.8124.8134.814/.10 0.2..

T!k Bu5u% D

4.816 +A2 = 7803"800 ?g

4.817 +A3 = 6625"100 ?g

4.818 +V2 = 1383"750?g

4.819 +D1 = 1539"500 ?g4.820


4.822 J#ma *a#t =*#a3158"2

kg3069"348

kg6625"100

+

+A3 ==


4.824 J#ma *a#t =

*#a3542"2

kg348"3069

kg800"7803

+

+A2 ==

67

A3

D

A2

!1 "2


68/82


4.826 J#ma *a#t =*#a2450"0

kg3069"348

kg1383"750

+

+V2 ==

4.827 &nt#k *atang D1!g#nakan Y *a#t 1/2 Z

4.828 J#ma *a#t =*#a2501"0

kg3069"348

kg1539"500

+

+D1 ==

/.2

/. 0.2./.

T!k Bu5u% E

4.831 +A3 = 6625"100 ?g

4.832 +A4 = 5452"450 ?g4.833 +V3 = 1946"050?g

4.834 +D2 = 2000"650 ?g

4.835


4.837 #$m%&h b&$' =*#a3158"2

kg3069"348

kg6625"100

+

+A3 ==

4.838


4.840 #$m%&h b&$' =*#a2776"1

kg3069"348

kg5452"450

+

4+A==

4.8414.8424.8434.844 &nt#k *atang V3!g#nakan Y *a#t 1/2 Z

4.845 J#ma *a#t =

*#a2634"0kg3069"348

1946"050kg

+

+V3 ==


4.847 #$m%&h b&$' =*#a2652"0

kg3069"348

kg2000"650

+

2+D==

4.848/./ 0.2.0.

T!k Bu5u% 9

/.0

4.851 +A4 = 5452"450 ?g

68

A4

E

A3

!2 "3

F

A4,


69/82

4.852 +A4 = 5452"450 ?g

4.853 +V4 = 174"650 ?g

4.854 +D3 = 2478"900?g

4.855 +D3 = 295"210?g

4.856


4.858 #$m%&h b&$' =*#a2776"1

kg3069"348

kg5452"450

+

+A 4 ==

4.8594.860 &nt#k *atang A4!g#nakan Y *a#t 1/2 Z

4.861 #$m%&h b&$' =*#a2776"1kg3069"348

kg5452.450

+

R4+A

==

4.8624.863 &nt#k *atang V4!g#nakan Y *a#t 2/3 Z

4.864 J#ma *a#t =*#a2035"0

kg5040"912

174"650kg

+

+V4 ==


4.866 J#ma *a#t =

*#a2492"0kg5040"912

2478"900kg

+

+D3 ==


4.868 J#ma *a#t =*#a2058"0

kg5040"912

kg295"210

+

+D3R ==

4.8694.8704.8714.872/.4 0.2..

T!k Bu5u% J4.874 +B1 = 6656"650 ?g

4.875 +B2 = 5649"600 ?g

4.876 +D1 = 1539"500 ?g

4.877 +V1 = 821"450 ?g

4.878

4.879 &nt#k *atang B1!g#nakan Y *a#t 1/2 Z

69

!3

A4

!3("4

"1 !1

2

#


70/82

4.880 J#ma *a#t =*#a3168"2

3069"348kg

6656"650kg

+

+B1 ==

4.881 &nt#k *atang B2!g#nakan Y *a#t 1/2_

4.882 J#ma *a#t =*#a2840"1

kg3069"348

kg5649"600

+

2+B==

4.883 &nt#k *atang V1!g#nakan Y *a#t 1/4_

4.884 #$m%&h b&$' =*#a2498"0

kg1646"694

kg821"450

+

+V1 ==

4.885 &nt#k *atang D1!g#nakan Y *a#t 1/2_

4.886 J#ma *a#t = *#a2501"0kg3069"348

kg1539"500

+

+D1

==

4.8874.8884.889/. 0.2.4.

T!k Bu5u% K

4.891 +V2 = 1383"750 ?g

4.892 +B2 = 5649"600 ?g

4.893 +B3 = 4649"600 ?g

4.894 +D2 = 2234"490 ?g

4.895


4.897 J#ma *a#t =*#a2450"0

3069"348kg

1383"750kg

+

+V2 ==


4.899 J#ma *a#t =*#a443"3

kg1646"691

kg5649"600

+

2+B==


4.901 J#ma *a#t =*#a3823"2

kg1646"691

kg4649"600

+

3+B==

4.902


70

"2!2

A "4

K


71/82

4.904 #$m%&h b&$' =*#a3727"0

kg3069"348

kg2232"490

+

+D2 ==

4.905

/. 0.2..

T!k Bu5u% L

4.907 +V3 = 1946"050 ?g

4.908 +B4 = 3712"800 ?g

4.909 +B3 = 4649"600 ?g

4.910 +D3 = 2478"900?g

4.911

4.912

4.913


4.915 #$m%&h b&$' =*#a2634"0

3069"348kg

kg1946"050

+

+V3 ==


4.917 J#ma *a#t =*#a3823"2

kg1646"691

kg4649"600

+

3+B==


4.919 J#ma *a#t =*#a3254"2

kg1646"691

3712"800kg

+

+B4 ==


4.921 J#ma *a#t =*#a280"0

kg3069"348

kg2478"900

+

+D3 ==

4.9224.9234.9244.9254.9264.9274.928/.2 0.2..

T!k Bu5u% +

4.930 +V4 = 174"650?g

71

"3 !3

4

)

"4


72/82

4.931 +B4 = 3712"800?g

4.932 +B4 = 3712"800?g

4.933

4.934


4.936 #$m%&h b&$' =*#a2035"0

kg5040"912

kg174"650

+

+V4 ==


4.938 J#ma *a#t =*#a3255"2

kg1646"691

kg3712"800

+

+B4 ==


4.940 J#ma *a#t =*#a3254"2

kg1646"691

3712"800kg

+

+B4R ==

4.941

72

4(

*


73/82

0.


74/82

4.969

$ am*#ngan engan 'eat 'en(am*#ng tegak

4.970 +1 = 3903"025 ?g

4.971 +g%= n 4

1

. 2. 0"6 .

4.972 = 2 . 4

1

. 3.14 :1"270;20.6 :1867;

4.973 = 2836"629 ?g

4.974 +t#= . t . 1.5

4.975 = 1"370 . 0"8 . 1"5 . 1867

4.976 =3069"348 ?g4.977 karena +t#[ +g%" maka +g%(ang menent#kan

4.978 J#ma *a#t :n; =*#a2376"1

2836"629

3903"025

+

+

g%

1 ==

4.979

4.980 ?ontro 'enem'atan *a#t

4.981 t = 2 . = 2 :1"270; = 2"54 3 )m

4.982 * = 3.5 . = 3"5 :1"270; = 4"445 5 )m

4.983

0..2. Ba!ang H#r$#n!a%

4.984 +anang *atang 2 m x 8 = 16 m

4.985 &k#ran 'ro-! 60 . 60 . 6

4.986 +en(am*#ngan !ak#kan 'aa *atang B2

4.987 a(a (ang *ekera + = 5649"600 ?g

4.988 @e*a 'eat 'en(am*#ng = 0"8 )m

4.989 *a#t 1/2 Z :12"70 mm;

4.990

4.991 am*#ngan ! *#at engan 'eat 'en(am*#ng atar an tegak

$ am*#ngan engan 'eat 'en(am*#ng atar

4.992 t 'ro-! = 6 mm

4.993 t 'eat = 8 mm

4.994

74


75/82

4.995

4.996?g80"28245649"600

2

1+

2

1+1 ===

4.997 +g%= n 4

1

. 2

4.998 = 1 . 4

1

:3"14; :1"270;2. 0"6 :1867;4.999 = 1418"315?g4.1000

4.1001 +t#= . t . 1.5

4.1002 = 1"370 . 0"8 . 1"5 :1867;

4.1003 = 3069"348 ?g

4.1004 ?arena +g%> +t#" maka +g% (ang menent#kan

4.1005 J#ma *a#t :n; =*#a4983"3

1418"315

5649"600

+g%

+1 ==


4.1007 t = 2 . = 2 :1"270; = 2"54 3 )m

4.1008 * = 3.5 . = 3"5 :1"270; = 4"445 5 )m

$ am*#ngan engan 'eat 'en(am*#ng tegak

4.1009 +1 = 2824"80 ?g

4.1010 +g%= n 4

1

. 2. 0"6 .

4.1011 = 2 . 4

1

. 3"14 :1"270;20"6 :1867;

4.1012 = 2836"629 ?g

4.1013 +t#= . t . 1.5

4.1014 = 1"370 . 0"8 . 1"5 . 1867

4.1015 =3069"348 ?g

4.1016 karena +t#[ +g%" maka +g%(ang menent#kan

4.1017 J#ma *a#t :n; =*#a2996"0

2836"629

2824"80

+

+

g%

1 ==

4.1018


4.1020 t = 2 . = 2 :1"270; = 2"54 3 )m

75


76/82

4.1021 * = 3.5 . = 3"5 :1"270; = 4"445 5 )m

4.1022

76


77/82

/.12 BAB &I

/.12/ PERHITUNGAN ?ETTING4.1025

4.1026 en#tan ata# Hett!ng tera! 'aa kon%tr#k%! k#a$k#a

!ak!*atkan oe kon%tr#k%! ter%e*#t" #nt#k meng!t#ng en#tan ter%e*#t

!g#nakan r#m#% %e*aga! *er!k#t

4.1027Ldsf

=

360

1

250

1max

4.1028 !mana max= *e%arn(a 'en#r#nan4.1029 = 'anang *entangan

4.1030 Ja! #nt#k kon%tr#k%! !n!

4.10311600

360

1max =f

4.1032 = 4"444 )m

4.1033 Be%arn(a 'en#r#nan (ang tera! teraa' kak! k#a$k#a ak!*at

'em*e*anan ter%e*#t" a'at !!t#ng engan mengg#nakan metoe #%aa V!rt#a

4.1034 &

max =f

4.1035 !mana

4.1036 = +en#r#nan (ang tera! :)m;

4.1037 = +anang *atang ak!*at *e*an #ar :?g;

4.1038 = +anag *atang :)m;

4.1039 & = a(a *atang ak!*at *e*an 1 ton :ton;4.1040 = o##% ea%t!%!ta% *aa :2"1 x 106?g/)m2;

4.1041 = #a% 'enam'ang 'ro-! :)m2;

4.1042

4.1043 Daam 'en!na#an !n! *e*an 1 ton Hett!ng ter%e*#t !angga' *ekera

'aa *ag!an *aNa ar! k#a$k#a" !*ag!an tenga (a!t# 'aa t!t!k *##

77


78/82

/.1// Gambar .1 K#n!ruk Kuda-Kuda ?e!!ng

78


79/82

4.1045

4.1046

4.1047

4.1048

4.1049

4.1050

4.1051

4.1052

4.1053

4.1054

4.10554.1056

4.1057

4.1058

4.1059

4.1060

4.1061

4.10624.1063

4.1064

4.1065

4.1066

4.1067

4.1068

/.1/.14

/.141 Tabe% .1 Crem#na ?e!!ng ,ada K#n!ruk Kuda-Kuda

4.1072 BA@A 4.1073 [email protected] B1= B2= B3= B4= B4= B3= B2= B1 4.1075 8 = 0"8

4.1076 A1= A2= A3= A4= A4= A3= A2= A14.1077 9"43 =

$0"943

4.1078 V44.1079 10"00 =

1 @on4.1080

79

kaa 1 100


80/82

4.1081+o.

4.1082

4.1083)

4.1084-

4.1085

4.1086

4.1087/

4.1088

4.1089.).-

4.1090

&'&n

4.1091K

4.1092m

4.1093 1

&'$&n

4.1094

Km2

4.1095

4.1096m2

4.1098./

80


81/82

4.1099 A1

4.1100 $7806"0

504.1101 2

354.1102

0,943

4.110321000

004.11042

4.11059,03

4.1106

4.11070,091

4.1108 A2

4.1109 $

7803"800 4.1110 235 4.11110,943

4.1112

2100000 4.11132 4.11149,03 4.1115 4.11160,091

4.1117 A3

4.1118 $6625"1

004.1119 2

354.1120

0,943

4.112121000

004.11222

4.11239,03

4.1124

4.11250,077

4.1126 A4

4.1127 $5452"4

504.1128 2

354.1129

0,943

4.113021000

004.11312

4.11329,03

4.1133

4.11340,064

4.1135 A1R

4.1136 $7806"0

504.1137 2

354.1138

0,943

4.113921000

004.11402

4.11419,03

4.1142

4.11430,091

4.1144 A2R

4.1145 $7803"8

004.1146 2

354.1147

0,943

4.1148

2100000

4.11492

4.11509,03

4.1151

4.11520,085

4.1153 A3R

4.1154 $6625"1

004.1155 2

354.1156

0,943

4.115721000

004.11582

4.11599,03

4.1160

4.11610,070

4.1162 A4R

4.1163 $5452"4

504.1164 2

354.1165

0,943

4.116621000

004.11672

4.11689,03

4.1169

4.11700,064

4.1171 B1

4.1172 6656"650

4.1173 200

4.11740,8

4.117521000

004.11762

4.11776,91

4.1178

4.11790,073

4.1180 B2

4.1181 5649"600

4.1182 200

4.11830,8

4.118421000

004.11852

4.11866,91

4.1187

4.11880,062

4.1189 B3

4.1190 4649"600

4.1191 200

4.11920,8

4.119321000

004.11942

4.11956,91

4.1196

4.11970,051

4.1198 B4

4.1199 3712"800

4.1200 200

4.12010,8

4.120221000

004.12032

4.12046,91

4.1205

4.12060,041

4.1207 B1R

4.1208 6656"650

4.1209 200

4.12100,8

4.121121000

004.12122

4.12136,91

4.1214

4.12150,073

4.1216 B2R

4.1217 5649"600

4.1218 200

4.12190,8

4.122021000

004.12212

4.12226,91

4.1223

4.12240,062

4.1225 B3R

4.1226 4649"600

4.1227 200

4.12280,8

4.122921000

004.12302

4.12316,91

4.1232

4.12330,051

4.1234 B4R

4.1235 3712"800

4.1236 200

4.12370,8

4.123821000

004.12392

4.12406,91

4.1241

4.12420,020

4.1243 V

1

4.1244 $821"45

0

4.1245 1

22

4.1246

4.124721000

00

4.1248

2

4.1249

4,30

4.1250

4.1251

81


82/82

4.1252 V2

4.1253 1383"750

4.1254 245

4.1255

4.125621000

004.12572

4.12586,91

4.1259

4.1260

4.1261 V3 4.1262 1946"050 4.1263 367 4.1264

4.1265

2100000 4.12662 4.126715,50 4.1268 4.1269

4.1270 V4

4.1271 174"650

4.1272 190

4.12731

4.127421000

004.12752

4.127621,20

4.1277

4.12780,001

4.1279 V1R

4.1280 $821"45

04.1281 1

224.1282

4.128321000

004.12842

4.12854,30

4.1286

4.1287

4.1288 V2R

4.1289 1383"750

4.1290 245

4.1291

4.129221000

004.12932

4.12946,91

4.1295

4.1296

4.1297 V3R

4.1298 1946"050

4.1299 367

4.1300

4.1301

2100000

4.13022

4.130315,50

4.1304

4.1305

4.1306 D1

4.1307 1539"500

4.1308 316

4.1309

4.131021000

004.13112

4.13129,40

4.1313

4.1314

4.1315 D2

4.1316 2000"650

4.1317 418

4.1318

4.131921000

004.13202

4.132115,50

4.1322

4.1323

4.1324 D3

4.1325 2478"900

4.1326 529

4.1327

4.132821000

004.13292

4.133025,40

4.1331

4.1332

4.1333 D1R

4.1334 1539"500

4.1335 316

4.1336

4.13372100000

4.13382

4.13399,40

4.1340

4.1341

4.1342 D2R

4.1343 2000"650

4.1344 418

4.1345

4.134621000

004.13472

4.134815,50

4.1349

4.1350

4.1351 D3R

4.1352 2478"900

4.1353 529

4.1354

4.135521000

004.13562

4.135725,40

4.1358

4.1359

4.1360

4.1361 /.12

/.1 Ju

m%a54.1364

4.1365

4.1366

4.1367

4.13680,825

4.13694.1370 Ja! *e%arn(a 'en#r#nan (ang tera! aaa

4 1371 0 825 4 444 : ;

rancangan baja 1

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