Perencanaan Kuda-kuda rangka baja

1.

2.

DATA DATA PERENCANAAN PERENCA NAAN

Jenis atap Berat genteng Jarak miring gording (Lc) Jarak kuda - kuda (Lk) Sudut kemiringan Bentang kuda - kuda

= = = = = =

Genteng 50 223 410 22 12!5

kgm2 cm cm  m

#utu Ba$a ' 'u * +a$a

= = = =

BJ%& 40 250 410 2100000

#a #a kgcm2

PERE PERENC NCAN ANAA AAN N DIM DIMENS ENSII GOR GORDI DING NG KANAL KAIT 200

,  + c t   3.

x

=

80

= = = = = =

150 /5 3 0!4 14!5" 11!42

mm mm mm mm cm2 kgm

= = = =

11!42 112 1!14 124!0

kgm kgm kgm kgm

= = =

(40 - 08"9) . Lc (40 (40 - (08" (08" . 22) 22))) . 2!23 !23 4 52 kgm

x

engikat  %rackstang (106)

&L Beban i!"#

Be+an ,idup ter+agi rata ir ,u$an

20

.  i. i . 

PEMBE EMBEBA BANA NAN N GORD GORDIN ING G Beban Mati

Berat Gording Berat Genteng

0!3"4

7

radians

x

= = = = = =

4

/2"! 124!" /!0" 2!3 "1!0 23!3

cm4 cm4 cm cm cm3 cm3

%.

.

= = =

 . ;< S 9 100 . ;


= = =

 . S 9 100 . S 22 3/!4 kg

L

=

2!"

#.

= = = =

(1" . (182!&L. 7 18!LL.) . L 2) 7 (14 . (18!.) . L) (1" (1" . (182 (182 . 115!0 115!033 7 18 18 . 4!3) 4!3) . 4!1?2 4!1?2)) 7 (14 (14 . (18 (18 . 2!/2 2!/2)) . 4!1) 4!1) 5/! kgm 5/!1 kgcm

#1

= = = =

(1" . (182!&L 7 18!LL) . L 2) 7 (14 . (18!) . L) (1" (1" . (182 (182 . 4!4/ 4!4/ 7 18 18 . 1"!/3) 1"!/3) . 4!1? 4!1?2) 2) 7 (14 (14 . (18 (18 . 3/!4 3/!4)) . 4!1) 4!1) 241!5 kgm 2415!22 kgcm

#2

= = = =

(1" . (182!&L 7 085!LL) . (L2) 2) 7 (14 . (085!) . (L2)) 7 (1" . (183!L) . (L2) 2) (1" . (182 (182 . 4!4/ 4!4/ 7 085 . 1"!/3) 1"!/3) . (4!1  2?2)) 7 (14 . (085 . 3/!4) 3/!4) . (4!1 (4!1  2)) 7 (1" . (183 (183 . 2!/) . (4!1  2?2)) 45!4 kgm 454!2/ kgcm

= =

5/!1 2415!22

kgcm kgcm

'

=

25 00

kgcm2

'

= = =

(#.  .) 7 (#  ) (58 (58/ /!1 !1  "0! "0!"") "") 7 (248 (24815 15!2 !222  23!2 23!2) ) 1//! kgcm2

KOMBI OMBIN NASI ASI MOME MOMEN N

&ipakai #. # &.

kgm

KONTR ONTROL OL TEG TEGANG ANGAN

8.

=

0!4/

A

= = =

A.2 7 A2 1!1?2 7 0!4/?2 1!25 cm

A

=

1!25

cm

@

A ma.

KONTRO KONTROL L KEK* KEK*A ATAN PRO PROIL IL KANA KANAL L KAIT KAIT Pena,#an$ P/i

, t+ 15 0 0!4 3/5!0 .

cm

C

1" 0 ' 1" 0 2 5 0 1 0

C C

NOT OK(

PERENCANAAN TRACKSTANG TRACKSTANG

Duda - kuda 2!23 2!23

enggantung gording

2!23

Gording DATA DATA PERENCANA AN

Jarak kuda - kuda (Lk) Jum:a, penggantung Jum:a, gording

= = =

410 2 /

cm +ua, +ua,

(1 sisi kuda - kuda)

=

2!2"

cm

'OK(

=

1240

=

=

Lc Lc L3 223 13/ 1!

=

35!10



= =

E E 1//!11

kg

= = =

E  sin F 1823 823!/" !/"  sin 35!1 5!10 215 kg

=

215

kg

' 'u

= =

250 410

#a #a

u ' g

= = =

' . ' . g 0! 14 . H . d 2

u 215 215 d2 d digunakan d

= = = = = =

' . ' . g 0! . 2500 . (14 . 3!14 . d?2) 18/!25 . d?2 1!22 1!1 cm 11 mm

enggantung gording tipe B arc tan F

=

#aka F EB . sin F EB

#aka u

kg

KONTROL LELE

= =

2500 4100

kgcm2 kgcm2

1.

2.

DATA PERENCANAAN Data Ata# 5

Bentang kuda - kuda Jarak kuda - kuda (Lk) Jarak gording (Lc) Sudut kemiringan atap (9)

= = = =

1"!5 4!2 1!2/ 30

m m m  (degree)

enutup atap Berat penutup atap :a'ond 7 penggantung Be+an angin (dataran renda,) Be+an ,idup terpusat Be+an air ,u$an (40 - 08"9) . Lc Berat gording

= = = = = = =

Genteng 50!00 1"!00 30!00 100!00 50!00 11!42

kgm2 kgm2 kgm2 kg kgm kgm

' 'u * stee:

= = =

250 410 2100000

#a #a kgcm2

= = =

 . Lk . Lc 50 . 4!2 . 1!2/ 2/0!51

kg

= =

234!2/ 135!2

kg kg

PEMBEBANAN K*DA 6 K*DA Beban Mati Beban Ata#

Berat atap genteng

Berat genteng . Berat genteng 

Beban G/!in$

Berat gording

= = =

 . Lk   11!42 . 4!2 4"!42

kg

= =

42!13 24!32

kg kg

I stee: &iameter +racing Berat ikatan angin

= = = = =

/"50 kgm3 22 mm 2 14 . H . & . I stee: 14 . 3814 . 0!022 . /"50 2!" kgm

an$ang ikatan angin

= =

 7 4 10!3

Be+an ikatan angin

= = =

an$ang ikatan angin . Be+an ikatan angin 10!3 . 2!" 30!" kg

Berat ikatan angin . Berat ikatan angin 

= =

2!"3 15!4

= = =

 . Lk . Lc 1"!00 . 4!2 . 1!2/ /!3"3 kg

Berat gording . Berat gording  Beban I7atan An$in 'B/ain$(

m

kg kg

Be/at Pan! 9 Pen$$ant"n$ 'PP(

Berat 

Berat pp . Berat pp 

= =

"4!34 4"!

kg kg

= = = =

(0802 . 9) - 084 (0802 . 30) - 084 0!2 -0!4

Gaa tekan angin (t)

= = =

;t .  . Lk . Lc 0!20 . 30!00 . 4!2 . 1!2/ 32!412 kg

t. (ara, .)

= =

t . ;
kg

= =

t . S 30 1!23

kg

Gaa ,isap angin (,)

= = =

;, .  . Lk . Lc -0!4 . 30!00 . 4!2 . 1!2/ -4!224 kg

,. (ara, .)

= =

, . ;
kg

= =

, . S 30 -32!4

kg

Beban An$in ':L(

Doe'isien angin tekan (;t) Doe'isien angin ,isap (;,)

t (ara, )

, (ara, )

Beban i!"# 'LL(

Be+an peker$a dan pera:atan Be+an air ,u$an Be+an ,u$an

= = = = =

Darena kedua +e+an tidak ter$adi secara +ersama maka8 &ipakai =

100 50  . Lk   50!00 . 4!2 213

kg kgm

213

kg

kg 'te/be+a/(

Beban K"!a 6 K"!a

ro'i: kuda - kuda ro'i: kuda - kuda  +atang tarik  +atang tekan

Be/at Tia# Batan$ K"!a 6 K"!a

2L 2L

= =

&% )0

10!3 11!2

x x

kgm kgm

&% )0

Batan$

P/i

; '7$<,(

2.; '!"be(

Pan=an$ ',(

1 2 3 4 5  / "  10 11 12 1K 2K 3K 4K 5K K /K "K K 10K 1& 2& 3& 4&

L /0 . /0 . 11 L /0 . /0 . 11 L /0 . /0 . 11 L /0 . /0 . 11 L 5 . 5 . 11 L 5 . 5 . 11 L /0 . /0 . 11 L /0 . /0 . 11 L /0 . /0 . 11 L /0 . /0 . 11 L /0 . /0 . 11 L /0 . /0 . 11 L 5 . 5 . 11 L 5 . 5 . 11 L 5 . 5 . 11 L 5 . 5 . 11 L 5 . 5 . 11 L 5 . 5 . 11 L 5 . 5 . 11 L 5 . 5 . 11 L 5 . 5 . 11 L 5 . 5 . 11 L /0 . /0 . 11 L /0 . /0 . 11 L /0 . /0 . 11 L /0 . /0 . 11

11!2 11!2 11!2 11!2 10!3 10!3 11!2 11!2 11!2 11!2 11!2 11!2 10!3 10!3 10!3 10!3 10!3 10!3 10!3 10!3 10!3 10!3 11!2 11!2 11!2 11!2

22!4 22!4 22!4 22!4 20! 20! 22!4 22!4 22!4 22!4 22!4 22!4 20! 20! 20! 20! 20! 20! 20! 20! 20! 20! 22!4 22!4 22!4 22!4

1!3/ 1!5 1!5 1!5 1!/ 1!/ 1!/ 1!/ 1!5 1!5 1!5 1!3/ 0!4 1!01 1!5 2!10 2!15 2!"4 2!10 1!5 1!01 0!4 1!5/ 1!"1 2!1 1!23

5& & /& "& & 10& 11& 12& 1> 2> 3> 4> 5> > /> "> > 10>

L /0 . /0 . 11 L /0 . /0 . 11 L /0 . /0 . 11 L /0 . /0 . 11 L /0 . /0 . 11 L /0 . /0 . 11 L /0 . /0 . 11 L /0 . /0 . 11 L 5 . 5 . 11 L 5 . 5 . 11 L 5 . 5 . 11 L 5 . 5 . 11 L 5 . 5 . 11 L 5 . 5 . 11 L 5 . 5 . 11 L 5 . 5 . 11 L 5 . 5 . 11 L 5 . 5 . 11

11!2 11!2 11!2 11!2 11!2 11!2 11!2 11!2 10!3 10!3 10!3 10!3 10!3 10!3 10!3 10!3 10!3 10!3

22!4 22!4 22!4 22!4 22!4 22!4 22!4 22!4 20! 20! 20! 20! 20! 20! 20! 20! 20! 20!

2!15 2!2 1!23 2!2 2!2 2!1 1!"1 1!5/ 1!2" 1!50 1!50 1!50 2!02 2!02 1!50 1!50 1!50 1!2"

Beban K"!a 6 K"!a Dii,#a>7an 7e Tia# B">"

-

= = =

(S1 7 S13) (30! 7 !4") 40!1

kg

B">"

Ga-a Batan$

Ga-a

?",a> Ga-a

Tta Be/at

 B ;

18 1> 18 28 1K8 1& 28 38 2K8 2&

1 1 1

5/!0 110!5 132!5"

5/!0 110!5 132!5"

& *  G >  J D L #   <  M E S % N K 

38 48 3K8 3& 48 58 4K8 5&8 & 58 8 4& 8 /8 5K /8 "8 /& "8 8 "&8 &8 /K 8 108 10&8 "K 108 118 11&8 K 118 128 12&8 10K 128 10> 1>8 2>8 1K 2>8 3>8 1&8 2K 3>8 4>8 2&8 3K 4>8 5>8 3&8 4K 5>8 >8 &8 K8 & >8 />8 /K8 10& />8 ">8 "K8 11& ">8 >8 K8 12& >8 10>8 10K 4&8 5&8 5K8 K8/&8 "&

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

151!/5 22"!/0 100!0 11!/ 10!40 24!12 133!03 132!5" 14!" 5/!0 !/4 11/!// 134!4" 14!1 2/2!54 14!1 134!4" 11/!// !/4 2/1!4/

Beban Peat B">"

Be+an pe:at

= 106 . Berat per +u,u: B">"

Be/at B">" '7$(

10@

Peat B">" '7$(

 B ; &

5/!0 110!5 132!5" 151!/5

106 106 106 106

5!/1 11!0 13!2 15!1"

151!/5 22"!/0 100!0 11!/ 10!40 24!12 133!03 132!5" 14!" 5/!0 !/4 11/!// 134!4" 14!1 2/2!54 14!1 134!4" 11/!// !/4 2/1!4/

*  G >  J D L #   <  M E S % N K 

22"!/0 100!0 11!/ 10!40 24!12 133!03 132!5" 14!" 5/!0 !/4 11/!// 134!4" 14!1 2/2!54 14!1 134!4" 11/!// !/4 2/1!4/

106 106 106 106 106 106 106 106 106 106 106 106 106 106 106 106 106 106 106

22!"/ 10!01 12!00 10!4 24!1 13!30 13!2 14! 5!/1 !/ 11!/" 13!45 1!42 2/!25 1!42 13!45 11!/" !/ 2/!15

B">"

Ata# 'Genten$(

PP

G/!in$

K"!a 6 K"!a

 B ; & * 

2/0!51 2/0!51 2/0!51 2/0!51 2/0!51 2/0!51

/!3"3

4"!42 4"!42 4"!42 4"!42 4"!42 4"!42

5/!0 110!5 132!5" 151!/5 22"!/0 100!0

Re7a#it"a+i Beban K"!a 6 K"!a

G >  J D L #   <  M E S % N K 

4"!42 4"!42 4"!42 4"!42 4"!42 4"!42 4"!42

11!/ 10!40 24!12 133!03 132!5" 14!" 5/!0 !/4 11/!// 134!4" 14!1 2/2!54 14!1 134!4" 11/!// !/4 2/1!4/

/!3"3 /!3"3 /!3"3 /!3"3 /!3"3 /!3"3 /!3"3 /!3"3 /!3"3 351!3

/3!"3

32!43

323!43

2L

&%

x

&%

x

 + t  e . = 

= = = = =

Tta be/at 7"!a 6 7"!a 3.

2/0!51 2/0!51 2/0!51 2/0!51 2/0!51 2/0!51 2/0!51

Pe/enanaan P/i K"!a 6 K"!a BATANG TARIK 

&irencanakan dengan pro'i: 5 11 !4 20 4"!"

mm mm cm2 mm cm4

i. = i iO P 

= = = =

1!1 1!25 4! 10!3

cm cm cm kgm

= = = = =

30355!/4 1!50 22 22 7 1 23

kg m mm

= =

100 50

mm mm

Beban Ta/i7 Ma7+i,", a+i O"t#"t SAP2000 6 Ee,ent /e+

 u an$ang (Lk) ϕ +aut ϕ :u+ang s u

mm

S-a/at 5

u 50 50

185 . d 185 . 22 33

  

'OK(

KONTROL KELANGSINGAN

Batang dou+:e (i.) Batang tungga: (iO) i min

= = =

Q

=

KONTROL K*AT BATANG TARIK 

1!1 1!25 1!25

cm cm cm Lk i min

=

150 1!25

Bata+ Lee>

 u  g

= = = = = = = =

ϕ . ' . g

= = =

ϕ . ' . g

ϕ n

=

42300

Bata+ P"t"+ '/a7t"/( ϕ n ϕ n ϕ

= = =

ϕ . 'u . e ϕ . 'u . n . N

n

= = =

g - n . ϕ :u+ang . t 1"!" - (1 . 2!3 . 2!2) 13!/4 cm2

N ('aktor reduksi)

= = =

1 - (.  L) 1 - (2  10) 0!"00

ϕ

' 'u ϕ n

!4 2 . o 2 . !4 1"!" 0! 2500 4100

cm2

cm2 kgcm2 kgcm2

0! . 2500 . 1"!" 42300 kg kg

0!/5



ϕ n

= = =

ϕ . 'u . n . N

=

33"00!40

kg

= =

100 50

mm mm

gR

= = = =

(2 . (s 7 u) . t) . 2 +ua, (2 . (100 7 50) . 11) . 2 +ua, 00 mm2  cm2

ϕ n

= = =

ϕ . (08 . 'u) . gR

nR

= = = =

(S. - 385 . d) . t . 2 +ua, (300 - 385 . 23) . 11 . 2 +ua, 4"2!00 mm2 4"!2 cm2

gt

= = = =

S.t (s - .) . t . 2 +ua, (100 - 20) . 11 . 2 +ua, 1/0 mm2

ϕ n

0!/5 . 4100 . 13!/4 . 0!" 33"00!4 kg

KONTROL BLOK *?*NG

s u Ge+e/ M"/ni

0!/5 . (08 . 4100) .  121//0 kg

K,bina+i Ge+e/ !an Ta/i7 



nt

=

1/!0

cm2

= = = =

(S . t - d  2 . t) ((100 - 20) - 232) . 11 . 2 +ua, 150/ mm2 15!0/0 cm2

= = =

08 . 'u . nR 08 . 4100 . 4"!2 11"/3!4 kg

= = =

'u . nt 4100 . 15!0/ 1/"/

kg

=

11"/3!4

kg

Ge+e/ /a7t"/

 n

Ta/i7 /a7t"/

 n

Geser raktur

Ma7a te/=a!i 7,bina+i Ge+e/ /a7t"/ 9 Ta/i7 ee> ϕEn =

= = ϕEn

=

&ari per,itungan diatas didapatkan T ϕ n (:e:e, tarik) ϕ n ('raktur tarik) ϕ n (geser murni) ϕ n (kom+inasi)

= = = =



ϕ . ('u . nt 7 08 . 'u . nR)

0!/5 . (1/"/ 7 11"/3!4) 135435!3 kg 135435!3 42300!00 33"00!4 121//0!00 135435!3

kg kg kg kg kg



 u di+andinngkan ter,adap ni:ai terkeci: diatas ϕ n

=

33"00!4

kg



BATANG TEKAN

&irencanakan dengan pro'i: 2L

 + t  e . =  i. = i iO P 

)0

x

)0

= = = = = = = = =

/0 11 14!3 21!3 1!" 2!0" 1!35 4!5 11!2

mm mm cm2 mm cm4 cm cm cm kgm

= = = = = =

231/2!02 2!2 10 20 20 7 1 21

kg m mm mm

= = = =

14!3 2 . o 2 . 14!3 2"!

cm2

Beban Te7an Ma7+i,",

 u an$ang (Lk) %e+a: pe:at +u,u: ϕ +aut ϕ :u+ang

o g

mm

cm2

x

KONTROL KELANGSINGAN

Batang dou+:e (i.) Batang tungga: (iO) i min

= = =

1!" 1!35 1!35

cm cm cm

CEK PROIL

Qp

=

+ t /0 11

=

Qp

=

!3

mm

=

!3

mm

@

Ka#a+ita+ P/i #u = ϕ #n

Q ma.

=

Lk i min 22 1!35 21!30

= = Qc

=

Q ma. H 21!30 3!14 "!""

=

#aka P

= =

2!3"

=

1825 . Qc

 

. ('  *) . .

28500 2100000 0!035

= =

1825 U 2!3" 2!/

= = =

2 . g . '  P 2 . 14!30 . 28500  2!/ 240!"24041 kg

=

0!"5

Lk. r. e t

= = = =

2!2 20!" 21!3 11

m mm mm mm

a

= = = =

e 7 (085 . t) 21!3 7 (085 .10) 2 2!3

mm cm

. .V

= = = =

1!" cm4 2 . . 7 2 . o . (a) 2 2 . 1!" 7 2 . 14!3 . (2!3)?2 321!42 cm4

r.

= = =

(.V  g) (321!42  2"!0) 3!35 cm

 n

Pe/enanaan A7ibat Ga-a Te7an S-a/at 5 N"  ϕ Nn ϕ Batan$ Te7an 'A/a> x(

PERBANDINGAN KELANGSINGAN Kean$+in$an 7,#nen +t/"7t"/ te7an

Q.

= = =

Lk.  r. C 200 220 33!52 "/!10

= = =

(1  H) . (Lk.  r.) . ('  *) (1  3!14 . (22  3!35 . (2500  2100000) 0!

'SNI 2002 >aa,an 2(

@

200

Mena/i niai x

Qc

Nntuk 0825 @ Qc @ 182 maka T W.

=

Nntuk Qc  182 maka T W.

=

1825 . Qc2

Darena 0825 @ 0! @ 182 maka W.

= =

1!43 18 - 08/ . Qc 1!410

= = = = =

2!0" 2!2 21!3 14!3 1!"

1!43 18 - 08/ . Qc

Batan$ Te7an 'A/a> (

ro Lk e o 

cm m mm cm2 cm4

9

V

= =

(2 . ) 7 (2 . o . 92) 321!42334 cm4

g

= =

2 . o 2"!

cm2

= =

Vg 3!35

cm

= =

Lk  r C 200 22 3!35 "/!10

r

Kean$+in$an K,#nen St/"7t"/ Te7an

Q

=

@

200

Kean$+in$an I!ea 'i-(

r min

=

iO

Q:

=

L: r min /3 13!5 /2!10

= = Q i

S-a/at Ke+tabian Batan$

= = =

(Q2 7 m  2 . Q:2) ("/!10 7 2  2 . /2!10) 113!0/

=

1!35 L:



50 m

Q. X 182 . Q: "/!10



"!52

'OK(

113!0/



"!52

'OK(

= =

(1  H) . (Lk  r) . ('  *) 0!

Qi X 182 . Q:

Mena/i niai -

Qc Nntuk 0825 @ #encari ni:ai W @ 182 maka T W.

=

Nntuk #encari ni:ai W  182 maka T W.

=

1825 . Qc2

Darena 0825 @ 0! @ 182 W

= =

1!43 18 - 08/ . Qc 1!415

 n.

= = =

g . ' W. 2"! . (2500  1!410) 4/53!3 kg

Jadi ni:ai n

=

4/3/!11

ϕ n

= = =

ϕ . n

1!43 18 - 08/ . Qc

kg

0!"5 . 4/83/!11 40/4!5421"45/ kg

n

 u

=

231/2!02

kg

 u

=

231/2!02

kg



*nt"7 !iin#"t 7e ETABS < SAP2000 F  N  B E BA 7$

Be+an #ati Be+an >idup Be+an ngin (%) Be+an ngin (>)

3"/!5/ 2"!11 -5!22

 7$

223!/ 213 1!23 -32!4

x x

11 11

'Batan$ Ta/i7( 'Batan$ Te7an(

Be/at '7$(

30! 35!2 35!2 35!2 3!2 3!2 3!42 3!42 35!2 35!2 35!2 30! !4" 20!"1 32!14 43!2 44!2 5"!50 43!2 32!14 20!"1 !4" 35!1/ 40!54 4"!3" 2/!55

Te7an '7$(

Ta/i7 '7$(

543!4/ 5000!"1 4"!"2 4400!5/ 13/!55 1245!3 253!4 44/!" 15/3!1 1"211!" 20""!5 231/2!02 0 /3"!53 151!/1 2310!3/ 252!4 4410!4 122!3 "0! 3!2 1!2"1*-010 24/!/ 2/12!52 3204!2 210"!4

K$  

-543!4/ -5000!"1 -4"!"2 -4400!5/ 13/!55 1245!3 -253!4 -44/!" -15/3!1 -1"211!" -20""!5 -231/2!02 0 /3"!53 151!/1 2310!3/ 252!4 4410!4 122!3 "0! 3!2 1!2"1*-010 -24/!/ -2/12!52 -3204!2 -210"!4

4"!1 5!41 2/!55 5!41 5!41 4"!3" 40!54 35!1/ 2!3/ 30!0 30!0 30!0 41!1 41!1 30!0 30!0 30!0 2!3/

52/1!" 20!05 12!14 "242!4/ 312"!5 1/0!1 143!" 131!4 30355!/4 30355!/4 2/1!/4 25/44!2 23524!15 2320!1 23/3/!" 23"5/!23 23"2!/1 23"2!/1

-52/1!" -20!05 -12!14 -"242!4/ -312"!5 -1/0!1 -143!" -131!4 30355!/4 30355!/4 2/1!/4 25/44!2 23524!15 2320!1 23/3/!" 23"5/!23 23"2!/1 23"2!/1

B/ain$

Peat B">"

B. i!"#

B. An$in

30!"

5!/1 11!0 13!2 15!1" 22!"/ 10!01

213 213 213 213 213 213

32!412 32!412 32!412 32!412 32!412 32!412

30!"

1!/ 30!"

30!"

1"5!1

11

12!00 10!4 24!1 13!30 13!2 14! 5!/1 !/ 11!/" 13!45 1!42 2/!25 1!42 13!45 11!/" !/ 2/!15

213 213 213 213 213 213 213

-32!412 -4!224 -4!224 -4!224 -4!224 -4!224 -4!224

323!4

2/

-22/!22"4

11413! 5/0!/1414

kg

s 100 100

=

  

120!00

3.d 3 . 22 

'OK(

 u

=

30355!/4

kg

'OK(

 u

=

30355!/4

kg

'OK(

%arik raktur

 u

=

1/"/

kg

=

30355!/4

kg

'OK(

 u

11

=

30355!/4

kg

'OK(

Qr

=

250 ' 250 250

= = 15!"1

mm

15!"1

mm 'OK(

'OK(

= =

e 7 (085 . t) 2!3

mm

'OK(

cm =

/3

'NOT OK(

=

2

mm

= = =

g . '  W 2"! . (2500  1!415) 4/3/!11 kg