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TUGAS BESAR PEREN,ANAAN STRUKTUR BETN SISTEM RANGKA PEMIKU/ M Juru Jurusa sann Tek Tekni nikk Sipi Sipill - FT UNM UNM NAMA : Irfan Rizalli NPK : !!""#" $ike%a&ui $ike%a&ui s%ruk%ur s%ruk%ur ge'ung ge'ung (e%)n (e%)n (er%ulang (er%ulang * lan%ai lan%ai seper%i seper%i pa'a pa'a ga+(ar ga+(ar - ga+(ar 'an 'an 'a

L3

L1

L1

L2

L1

1,80 m

5,40 m

5,40 m

6,00 m

5,40 m

A

B

C

D

E KEY PLAN BALOK - KOLOM LANT LANTAI AI 1 DAN LANTAI LANTAIE2 D

E

L3

L1

L1

L2

L1

1,80 m

5,40 m

5,40 m

6,00 m

5,40 m

A

B

C

D

E KEY PLAN BALOK - KOLOM LANT LANTAI AI 1 DAN LANTAI LANTAIE2 D

E

L3

L1

1,80 m A

L1

L2 6,00 m

5,40 m

5,40 m B

L1 5,40 m

E KEY PLAN BALOK - KOLOM LANTAI 7 ATAP! ATAP! E D C

D

E

Kegunaan Bangunan Lokasi Bangunan Sistem Struktur Tanah Dasar Pondasi

= = = =

Mall Padang Sistem Rangka Pemikul Momen Khusus (SR Tanah Keras

$i%an2a:

1. 2. . !. ". .

Res'on dinamis gedung aki#at #e#an gem'a #eru'a mode sha'e getaran (dengan ara Be#an lateral tia' lantai #angunan aki#at #e#an gem'a dengan ara dinamis Superp)si Be#an lateral tia' lantai #angunan aki#at #e#an gem'a dengan ara Statik ki%alen M Be#an lateral tia' lantai #angunan aki#at #e#an gem'a dengan ara Statik ki%alen M Be#an $ra%itasi (Be#an Mati dan &idu') setia' Lantai $am#ar Pemodelan Struktur Portal dengan Be#an#e#an *ang #eker+a 'ada 'ortal

Ja3a(: I4 ESTIMASI $IMENSI BA/K5 K/M $AN TEBA/ $eometri struktur , h1 = ".2m = "2h2 = !.-m = !-h = !.-m = !-h! = !.-m = !-h" = !.-m = !--

PE/AT

m m m m m

rah L2 ,

h=131-4L2 = # = 1324h =

-

m m

h=131-4L = # = 1324h =

10 5

m m

h=131-4B1 = # = 1324h =

!2-

m m

h=131-4B2 = # = 1324h =

!! 22

m m

h=131-4B = # = 1324h =

/"

m m

h=131-4B! = # = 1324h =

21-

m m

rah Miring , h=131-4BD = # = 1324h =

2 1

m m

rah L ,

rah B1 ,

rah B2 ,

rah B ,

rah B! ,

48 $i+ensi K)l)+ Un%uk Se+ua /an%ai

→

diam#il =

→

→

diam#il =

→

→

diam#il =

→

→

diam#il =

→

→

diam#il =

→

→

diam#il =

→

→ →

diam#il =

#;

#*

L*

L;

a4 Per&i%ungan fak%)r (: /2 Tipe Pela%

0++1

/>

(( 2

(( >

0++1

0++1

0++1

"""-

----

1 s3d 2 /---- s3d  /----/=ta' /----di mana, L*n = L*  #;  L;n = L;  #*

'4 Per&i%ungan Rasi) Kekakuan a + 'an Te(al Pela% Mini+al 0& 1: p+in Tipe

a2

a>

a+

(

Pela% 1 s3d 2  s3d  /=ata'

12. 12. 12.

1!.!2 1!.!2 1!.!2

1.5 1.5 1.5

1.15 1.15 1.15

Tipe

&p

&p +in

Pela% 1 s3d 2  s3d  /=ata'

0++1 111-

0++1 1/.01 1/.01 1/.01

Ealuasi Tidak aman thd lendutan Tidak aman thd lendutan Tidak aman thd lendutan

di mana, @m = (-."4@* ? -." 4 @;) untuk , @m 6 -.2 , h' min = 12- mm untuk , -.2 A @m A 2.- , h' min = L*n4  (-.0?(>*31"--)) 3 (?"4C4(@m-.2-))  dan h' min 6 12- m untuk , @m 6 2.- , h' min = L*n4  (-.0?(>*31"--)) 3 (?54C4)  dan h ' min 6 5- m

20/35

35/70

30/60

30/30 35/35 L3

1,80 m

L1

L1

L2

5,40 m

5,40 m

6,00 m

A

C

B

KEY PLAN BALOK - KOLOM LANTAI

35/35

35/35 30/30

30/55 35/40

30/30

35/35

35/40

30/55

30/60

30/55 35/40

30/55

30/60

KEY PLAN BALOK - KOLOM LA

35/35

35/35 30/55

30/30

30/55 35/45

30/30

35/45

30/55

35/40 30/60

30/55 35/35

L1

30/60

30/55 35/40

35/35

30/60

30/55

30/55

30/30

35/45

35/45

35/40

30/60

30/55

30/55

30/30

30/60 35/40

35/45

35/45

L3

30/55 35/40

35/40 30/30

35/35

35/35 L1

L2

30/55

30/30

30/55 65/65

45/65 30/55

30/30

30/55

30/55

30/30 45/65

65/65

65/65

45/65

30/60

30/60 65/65

30/55 65/65

30/60 65/65

Balok B2 Balok B Balok B! Balok nak Balok Diagonal Kolom ksterior Kolom 7nterior Lis'lank Te#al 'lat Lantai Te#al 'lat Lantai ata' Te#al s'esi Berat Eenis Beton Berat Eenis S'esi Berat Keramik Lantai Berat Bata ringan Berat Pla>on Be#an &idu' Lantai Be#an &idu' Lantai ta' Be#an &idu' Lis'lank Pan+ang Bangunan Le#ar Bangunan

# # # # # # # # t t t

= = = = = = = = = = = = = = = = = = = = =

-." m -." m -." m -.2- m -." m -.!" m -." m -.1- m -.12 m -.12 m -.- m 2!-- kg3m 10-- kg3m - kg3m2 " kg3m2 0 kg3m2 2"- kg3m2 1"- kg3m2 1-- kg3m2 1.2- m 2- 0- m

12. Berat 'la>on 1. Lis'lank 1-30Be(an Ma%i

(1.242-.0)40 (-.04-.14(1.242)42!--)?(-.04-.14(2-.042

Be(an &i'up 'ire'uksi 8"C 6 0 1.242-.0)41"-40-H

Berat ata' = G/ Massa ata' = m/ = (#erat ata'350-) #4 Bera% lan%ai ;

1. Kolom ksterior (!"3") 2. Kolom 7nterior ("3") . Berat 'elat lantai !. Berat s'esi kramik ". Berat keramik . Berat 'la>on /. Berat dinding 0. Balok L1 (-3"") 5. Balok L2 (-3-) 1-. Balok L (-3-) 11. Balok B1 ("3!-) 12 B l k B2 ("3!")

104(-.!"4-."4((-."4".-)?(-."4!.-))42!-124(-."4-."4((-."4".-)?(-."4!.-))42!-(-.1242!--)4((1.242-.0)((!.-4".!42)?(!. (-.-410--)4((2/.41.0)((!.-4".!42)?(!. -4((2/.41.0)((!.-4".!42)?(!.!4.-)) ((1.242-.0)((!.-4".!42)?(!.!4.-)))40 24(2/.?1.0)4((-."4".-)?(-."4!.-))4" ".!42-4-.-4(-.""-.12)42!-.-4"4-.-4(-.--.12)42!--) 1.041-4-.-4(-.--.12)42!--) !4124-."4(-.!--.12)42!-! !4124- "4(- !" - 12)42!--

1-. Balok L (-3-) 11. Balok B1 ("3!-) 12. Balok B2 ("3!") 1. Balok B! ("3") 1!. Lis'lank 1-30Be(an Ma%i

1.041-4-.-4(-.--.12)42!--) !4124-."4(-.!--.12)42!-!.!4124-."4(-.!"-.12)42!-2.-4124-."4(-."-.12)42!-(-.04-.14(1.242)42!--)?(-.04-.14(2-.042

Be(an &i'up 'ire'uksi ="C 6 00#4898"4*1-00!4"9=4!981D0!4!9;4"11198="4"-H Berat Lantai 8!8" (G8!8" )

Massa lantai 8!8" = G3g

=

( Berat Lantai350-)

=4 Bera% /an%ai 8 081

1. Kolom ekst (!"3") 2. Kolom int ("3") . Berat 'elat lantai !. Berat s'esi kramik ". Berat Keramik . Berat 'la>on /. Berat dinding 0. Balok L1 (-3"") 5. Balok L2 (-3-)

104(-.!"4-."4((-."4!.-)?(-."4!.-))42!-124(-."4-."4((-."4!.-)?(-."4!.-))42!-(-.1242!--)4((1.242-.0)?((.-?(1.042))4/. (-.-410--)4((2/.41.0)?((.-?(1.042))4/. -4((2/.41.0)?(5.4/)((!.-4".!42)?(!.! (((1.242-.0)?((.-?(1.042))4/.-)((!.-4".! (24(2/.?1.0)4((-."4!.-)?(-."4!.-)))4" ".!42-4-.-4(-.""-.12)42!-.-44-.-4(-.--.12)42!--

". Berat Keramik . Berat 'la>on /. Berat dinding 0. Balok L1 (-3"") 5. Balok L2 (-3-) 1-. Balok L (-3-) 11. Balok B1 ("3!-) 12. Balok B2 ("3!") 1. Balok B ("3/-) 1!. Balok B! ("3") 1". Balok anak (2-3") 1.#alok sisi miring ("3") 1/. Lis'lank 1-30Be(an Ma%i

-4((2/.41.0)?(5.4/)((!.-4".!42)?(!.! (((1.242-.0)?((.-?(1.042))4/.-)((!.-4".! (24(2/.?1.0)4((-."4!.-)?(14".2)))4" ".!42-4-.-4(-.""-.12)42!-.-44-.-4(-.--.12)42!-1.04124-.-4(-.--.12)42!-!4124-."4(-.!--.12)42!-!.!4124-."4(-.!"-.12)42!-/.-424-."4(-./--.12)42!-2.-4124-."4(-."-.12)42!-/.-414-.2-4(-."-.12)42!-2.424-."4(-."-.12)42!-(-.04-.14(1.242)42!--)?(-.04-.14(2-.042

Be(an &i'up 'ire'uksi ="C 6 00#4898"4*1D00;4"D4*98194"1-00!4"9=4!981D0!4!9 Berat Lantai 1 (G1)

Massa lantai 1 = G3g

=

( Berat Lantai350-)

+adi , m1

=

"./!! kg S23m

A.AN GEMPA EN0SRPM1 R Malang

%a - 'a%a (eriku% : 6

B1 # 4,00 m 5

B2 # 4,40 m 4

B2 # 4,40 m 3

B1 # 4,00 m 2

3

B1 # 4,00 m 2

B3 # 7,00 m

B4 # 2,00 m

L1

L3

5,40 m

1,80 m

1

F

B4 # 2,00 m 6

B1 # 4,00 m 5

B2 # 4,40 m

4

B2 # 4,40 m 3

B1 # 4,00 m B4 # 2,00 m

2

L3

L1

1,80 m

5,40 m F

L$ 7 "7 # 5,00 m L$ 6 "6 # 4,00 m L$ 5 "5 # 4,00 m L$ 4

MK)

Eigen5 .)lzer 'an S%)')la ) si M)'e

nurut SNI 8; - 8""8 nurut SNI 8; - 8"8

-

m m

-3-

-

m m

-3-

!"

m m

"3!-

!" "

m m

"3!"

/"

m m

"3/-

" "

m m

"3"

" "

m m

"3"

PASANG BA/K ANAK #* L* = #entang modul 'elat arah I LJ = #entang modul 'elat arah J #; L* 6 L;

L*

/2n

/>n

0++1

0++1

(6 /2n7/>n

/-/-/--

""""""-

1.15 1.15 1.15

a4 Per&i%ungan fak%)r (: /2 Tipe Pela%

0++1

1 s3d 2 -- s3d  --/=ta' --di mana, L*n = L*  #; 

/> 0++1

"-"-"-L;n = L; 

'4 Per&i%ungan Rasi) Kekakuan a + 'a

m

/2n

f2

&p +in

Tipe

a2

a>

0++1 /-/-/--

0Mpa1 2!2!2!-

0++1 1/.01 1/.01 1/.01

Pela% 1 s3d 2  s3d  /=ata'

12.!1 12.!1 12.!1

21.20 21.20 21.20

Tipe

&p

&p +in

Pela% 1 s3d 2  s3d  /=ata'

0++1 121212-

0++1 1-!. 1-!./ 1-!.

B3 # 7,00 m

35/70

30/30 B4 # 2,00 m

1

35/35

D

DAN LANTAI 2

L1

L1

5,40 m

5,40 m

E E D

L3

1,80 m

E

35/35

F

35/35

B4 # 2,00 m

35/35

6

30/55

30/55

30/30 B1 # 4,00 m

35/40

35/40

30/55

35/40

30/55

30/30

5

D

TAI 3 s/d LANTAI 6

35/35

35/35 30/55

30/55 35/40

35/40

30/30 B1 # 4,00 m

35/40

30/55

30/55

B4 # 2,00 m

35/35

30/30 B2 # 4,40 m

35/45

35/45

35/45 30/55

30/55

30/30 B2 # 4,40 m

35/45

35/45 30/55

30/55 35/40

35/45

35/40

30/30

30/55

30/55

B1 # 4,00 m

35/40 30/30

B4 # 2,00 m 35/35

35/35

35/35 L1

L3

30/55 65/65

65/65

30/55 65/65

65/65

30/30

"2 # 4,00 m

45/65

30/30

30/55 65/65

"3 # 4,00 m

45/65

30/55

30/55 65/65

30/30

30/55

45/65

"1 # 5,20 m L$ D%s%&

T)

T% P)

h h h h h h h h

= = = = = = = =

-.!" m -./- m -." m -." m -." m -." m -." m -.0- m

gi'sum #oard ? metal >uring

42!--)

= = =

"151.0 1550.-#<<88#4=;

kg kg kg

=

*=48"

kg

=

!"<*4;

kg

=

) ) 4.-)) 4.-))

= = = = = = = = = = =

!0.0" kg S23m

"02.-"!/".-10"".0 2120-.2 11022.!!!.00 2"5/!.-!.01-0.-112.211205.1! 1

kg kg kg kg kg kg kg kg kg kg kg k

42!--)

= = = = = =

112.211205.1!.1 !.01550.-!88=!!4*!

kg kg kg kg kg kg

= =

8!8"4"" !5!5!.0!

kg kg

=

) ) -)((!.-4".!42)?(!.!4.-))) -)((!.-4".!42)?(!.!4.-))) .-))) 42)?(!.!4.-))40

"-".- kg S23m

= = = = = = = = =

"-"!!.-!0/2.-102-5.20 2!5-5.12 100.!""5!.00 2-00.-!.012!!1.-

kg kg kg kg kg kg kg kg kg

.-))) 42)?(!.!4.-))40

42!--)?(-.04-.14/.-42!--) ;4"11198="4"-H

= = = = = = = = = = = = = = = = =

100.!""5!.00 !1""0.!!.012!!1.2/55. 11205.1!.1 02-.0!.0//2.01--!.!

kg kg kg kg kg kg kg kg kg kg kg kg

2112.--

kg

==<*!<4!!

kg

*"*8"4""

kg

!-5.!!

kg

"./!! kg S23m

L* = #entang modul 'elat arah I LJ = #entang modul 'elat arah J L; L* 6 L;

Pe+asangan (al)k anak :

#entang / m

*

" 1/."

h= #=

(( 2

(( >

/2n

/>n

0++1

0++1

0++1

0++1

(6 /2n7/>n

"""-

----

"/-"/-"/--

1"1"1"-

1.01 1.01 1.01

=

" $IPAKAI 22-3"

Te(al Pela% Mini+al 0& 1: p+in a+

1.0! 1.0! 1.0!

(

/2n

f2

&p +in

1.01 1.01 1.01

0++1 "/-"/-"/--

0Mpa1 2!2!1 2!-

0++1 1-!. 1-!./ 1-!.

Ealuasi k aman thd lendutan k aman thd lendutan k aman thd lendutan

6

5

4

3

2

L$ 3

L$ 2

L$ 1

P

%( d%s*

III4 PER.ITUNGAN BEBAN GRAITASI Be(an Ma%i 0%er+asuk Bera% Sen'iri Bal)k1 'an Be(an .i'up pa'a P)r%al AS = #4 GEMETRI Balok L1 Balok L2 Balok L Balok B1 Balok B2 Balok B Balok B! Balok nak Balok Diagonal Kolom ksterior Kolom 7nterior Lis'lank Te#al 'lat Lantai Te#al 'lat Lantai ata' Te#al s'esi

# # # # # # # # # # # #

= = = = = = = = = = = = = = =

-.-.-.-." -." -." -." -.2-." -.!" -." -.1-.12 -.12 -.-

m m m m m m m m m m m m m m m

#4844 Pe+(e(anan Pela% A%ap

,

A

A

B

A

,

$

$

E

$

Be#an Mati B.s Pelat ta' B.s Balok L1 -3"" B.s S'esi Fater'roo> B.s Pla>on

= = = =

(1.!4-.1242!--)?(1./14-.1242!--) -.-4(-.""-.12)42!-(1.!4-.-410--)?(1./14-.-410--) (1.!40)?(1./140)

Be#an &idu' Be#an &idu' Pelat t ta'

=

(1.!41"-)?(1./141"-)

BA/K ; + Be#an Mati B.s Pelat ta' B.s Balok L2 -3B.s S'esi Fater'roo> B.s Pla>on

= = = =

(1./-!4-.1242!--)?(1.0-4-.1242!--) -.-4(-.--.12)42!-(1./-!4-.-410--)?(1.0-4-.-410--) (1./-!40)?(1.0-40)

Be#an &idu' Be#an &idu' Pelat ta'

=

(1./-!41"-)?(1.0-41"-)

BA/K 4* + :

)i' A

, ,

$

A

B

$

$ )i'

180

540

A

540

B

540

600

C

D

E

BEBAN TRIBUTAR? EKIA/EN PA$A PE/AT /ANTAI  S7$ /ANTAI ;

Pera%aan Tri(u%ar2 Area /)a'

BA/K =4! + : Be#an Mati B.s Pelat Lantai B.s Balok L1 -3"" B.s Keramik B.s S'esi Keramik B.s Pla>on

= = = = =

(1.!4-.1242!--)?(1./14-.1242!--) -.-4(-.""-.12)42!-(1.!?1./1)4(1.!4-.-410--)?(1./14-.-410--) (1.!40)?(1./140)

Be#an &idu' Be#an &idu' Pelat Lantai

=

(1.!42"-)?(1./142"-)

BA/K ; + 0)i'1: Be#an Mati B.s Pelat Lantai B.s Balok L2 -3B.s Keramik B.s S'esi Keramik B.s Pla>on

= = = = =

1./-!4-.1242!--.-4(-.--.12)42!-1./-!41./-!4-.-410-1./-!40

+D1 D1, L1

D3, L3 30/30

30/55

D2, L2 30/55

30/60

3

+D1 D3, L3 30/30

D4, L4 30/55

D5, L5 30/55

D6, L6

30/60

3

+D1 D3, L3 30/30

D4, L4 30/55

D5, L5 30/55

D6, L6

30/60

3

+D1 D3, L3 30/30

D4, L4 30/55

D5, L5 30/55

+D1

30/60

3

D6, L6

D3, L3 +D1

D6, L6

30/30

D4, L4 30/55

D5, L5 30/55

30/60

D6, L6 D3, L3

D4, L4

D5, L5

3

L1 L2 L L! L" L

= = = = = =

"-2.1"2.!-.-!20.20 0.0 !2".5

+D1

1!5-"

D1, L1

D3, L3 30/30

30/55

D2, L2 30/55

30/60

+D1

111

D3, L3 30/30

D4, L4 30/55

D5, L5 30/55

D6, L6 30/60

+D1

02"

D3, L3 30/30

D4, L4 30/55

D5, L5 30/55

D6, L6 30/60

+D1

"//!

D3, L3

D4, L4

D5, L5

D6, L6

h h h h h h h h h h h h

= = = = = = = = = = = =

-."" -.-.-.!-.!" -./-." -." -." -." -." -.0-

m m m m m m m m m m m m

200

6 400

, $

,

5 440

4 440

3

400

200

2

=

= D1 =

5!.- -5.10-./ 2./0 1!01.1

Kg3m Kg3m Kg3m Kg3m Kg3m

= L1 =

"-2.1"-2.1-

Kg3m Kg3m

D2 =

18-1-.5 !".105."20.-/ 18"/.0/

Kg3m Kg3m Kg3m Kg3m Kg3m

L2 =

"2.!"2.!-

Kg3m Kg3m

=

=

= =

= =

=

A

,

$

,

5 440

4 440

3

)i'

400

200 180

40

F

2

=

E E =D

= D1 =

5!.- -5.1--.!2 10-./ 2./0 1"01."0

Kg3m Kg3m Kg3m Kg3m Kg3m Kg3m

= L1 =

0.0 0.0

Kg3m Kg3m

= = = = = D =

!5-./ !"."1.11 52.-1. 55.-1

Kg3m Kg3m Kg3m Kg3m Kg3m Kg3m

=

=

+D1

E D1, L1 E D

D3, L3 30/55

/55

30/30

+D1 D5, L5

D3, L3 30/55

/55

30/30

+D1 D5, L5

D3, L3 30/55

/55

30/30

+D1 D5, L5

D3, L3 30/55

/55

30/30

+D1 D5, L5

D3, L3 30/55

/55

30/30

+D1 D5, L5

D3, L3

Kg3m Kg3m Kg3m Kg3m Kg3m Kg3m +D1 D1, L1

D3, L3 30/55

30/55

30/30

+D1 D5, L5

D3, L3 30/55

30/55

30/30

+D1 D5, L5

D3, L3 30/55

30/55

30/30

+D1 D5, L5

D3, L3

V. kinerja Batas Layan dan Kinerja Batas Ultimit Pada Portal 5 SNI 1726- Pasal 8.1 dan 8.2. 5.1. Kinerja Batas Layan ( Δs ) Data : Notasi

Niai

$ %1& %2& %3& Δs

8.5 52( )(( 5(( 0nal!sa strktr

!at"an # # # ##

Keteran#an Faktor Redks! "e#$a #aks!##

Per$!ndahan !yarat Drit Δs Has!l

(/./30$)%1& (/./30$)%2& (/./30$)%3& Lantai Ke

7 6 5 )

SNI 1726-

+!n""! t!n"kat 1 +!n""! t!n"kat 2/ */ )/ 5/ 6 +!n""! t!n"kat 7 D!s$lae#ent lanta!

'roses :

R#s

SRP%&

Dari anaisa str"t"r* +i,a Satan

18.*5

##

1).12

##

17.65

##

% - *(2( 25(( 21(( 17((

Δs  5.57

).6

dar! ko#,!nas! khss 7 *( ##

Drit Δs antar tin#at

 5.57 (.(( -).6 1.5*

!yarat Drit Δs  18.*5 1).12 1).12 1).12

Ket.

3&4 3&4 3&4 3&4

VI. Hasil Analisa Struktur Pada Lantai 3 - Por tal 5

No

Ko,inasi

L7KA!8

1

1.4 DL

2

1.2DL 9 1.6LL

*

1.2DL 9 1./LL 9 1./E

)

1.2DL 9 1./LL  1./E

5

/.DL 9 1./ E

6

/.DL  1./ E

N k" 5()).68 )82.)( 71)2.26 7(75.)2 )2)7.)1 7861.6) 72*.)27 )185.61 1)(5.(( 5()(.8 5(81.(2 1*6).6

Ekster!or+#$an k!r! Inter!or+#$an kanan Ekster!or+#$an k!r! Inter!or+#$an kanan Ekster!or+#$an k!r! Inter!or+#$an kanan Ekster!or+#$an k!r! Inter!or+#$an kanan Ekster!or+#$an k!r! Inter!or+#$an kanan Ekster!or+#$an k!r! Inter!or+#$an kanan

Bao Esterior Bao 35 D k" = k"# =!
-2(5(6(.5 ;e
=181621.8 35

=*()5(8.7 =886676.6 ;e
35

-86*2*8

=*()5(8.7 esterior

%o#en Desa!n ntk ;alok *5 < ;alok )(

interior

N k" )82.)( 5()).68 7(75.)2 71)2.26 )277.2* 78*1.81 77(.(2 )**.(2 1)56.58 )8.)( )).*6 1)6.62

Ba D k" 5.8) -5.8) 2.25 -2.25 *85.22 -*85.22 -*78.65 *78.65 *85.7( -*85.7( -*78.18 *78.18

LA>8?AN D8 $=A? =E=BA> $E!=E DE!A8N ;A@A2 DALA=

No

Ko,inasi

1

1.4 DL

2

1.2DL 9 1.6LL

*

1.2DL 9 1./LL 9 1./E

)

1.2DL 9 1./LL  1./E

5

/.DL 9 1./ E

6

/.DL  1./ E

No

L7KA!8

Inter!or Inter!or Inter!or Inter!or Inter!or Inter!or Inter!or Inter!or Inter!or Inter!or Inter!or Inter!or

Ko,inasi

1

1.4 DL

2

1.2DL 9 1.6LL

*

1.2DL 9 1./LL 9 1./E

)

1.2DL 9 1./LL  1./E

5

/.DL 9 1./ E

6

/.DL  1./ E

L7KA!8

Inter!or Inter!or Inter!or Inter!or Inter!or Inter!or Inter!or Inter!or Inter!or Inter!or Inter!or Inter!or

N k" 282.)( *2(6.( *(5.26 )2(*.62 1525.)8 55*1.8) 527*.57 178*.75 )*.)) **5.1( *71.5* 187.(1

Bao 8nterior Bao 36 D k" = k"# =!
N k" *2(6.85 282.75 )2(*.62 *(5.26 18*8.( 5218.)2 5)76.6 158(.6* 2)2.16 *7*.6) *87.5 8.5

Ba D k" -162.)) 162.)) -1).7 1).7 881.*7 -881.*7 -122.51 122.51 51.(2 -51.(2 -115.86 115.86

N k" 1(571.*7 1(667.18 1)576.7) 1)721.) 827.66 15*1(.)1 1518.1) )8.) )115.1) 5*8.22 )76.62 )176.7)

Bao 8nterior Bao 3 D k" = k"# =!
N k" 1(667.18 1(571.*7 1)721.) 1)576.7) 78.2) 1515.8) 15281.11 856.7 )2(6.() ))7.*2 5(8.2 )1)).))

Ba D k" -128. 128. -177.8 177.8 21)6.21 -21)6.21 -2)51.6( 2)51.6( 2215. -2215. -2*81.82* 2*81.82*

o 4/ = k"# =!
o 3 = k"# =!
o 3 = k"# =!
VII. Kontrol Syarat Umum Penampan Balok lantai 3 - Portal 5 'A!AL 23.3: Kontro syarat ,ao se,a#ai
1. Bao 35  Bao 4/ (Eterior !REF4 ## +!n""! ,alok ,, )(( ## Le,ar ,alok ' 25 %Pa %t ;eton  *2( %Pa %t ;a?a N 72*).27 N @aa 0ks!al ;eraktor L >REF4 ## Pan?an" ;entan"  )( ## sel!#t ,eton d, 1( ## d!a. ;e"elsen"kan" d# 1 ## d!a. +l. %e#an?. ;alok d >REF4 ## +!n""! Eekt! ;alok

1 %$a < 1 1 k" < 1(

d < h, -  - d,- 12Ad#

d < 5((-)(-1(-12A1 'roses : Notasi $""s 0" Ln

,,Ah, L -  2A12hk  !yarat

dar! anal!sa strktr ?asi

!at"an

>REF4 ##2 >REF4 ##

Keteran#an

Las Pena#$an" ;alok ;entan" ;ers!h

'er,an+in#an

Kontro

3. Bao 3  Bao 3 (8nterior !REF4 ## Pan?an" ;entan" d 68 ## +!n""! Eekt! ;alok

d < 75(-)(-1(-12.22 'roses : Notasi $""s 0" Ln

,,Ah, L -  2A12hk 

!yarat N B 0"A'1( Ln : )d ,,h, : (.* ,, C 25( ##

?asi

!at"an

*((((( ##2 >REF4 ##

Keteran#an

Pena#$an" ;alok ;entan" ;ers!h

'er,an+in#an Kontro 15*1(.)1 B 75((((( >REF4 >REF4 : 2756 >REF4 (.5* : (.* 3& 4 75( C 25( 3& 4

VIII. !esain "ulanan Lentur # "ulanan $emanjan Balok .1. Bao 35 +an Bao 4/ 1. Bao 35 +an Bao 4/ Ai,at =oen >"<"an ( =9 ( Loasi : Eterior 'ositi )) 8n<"t Data : Notasi Niai !at"an % 88.67 kN# ,, )(( ## h, >REF4 ## d )( ## d' )( ## d >REF4 ## ' 25 %Pa  *2( %Pa Es 21(((( %Pa e (.((152 #### e, (.((*(( ####  (.8 d# 1 ## d, 1( ## 'roses : Notasi ,1

$""s

'  *( %$a

?asi

(.85

< < < < < < < < < < < < < <

!at"an

Keteran#an %o#en lt!#!t Le,ar ;alok +!n""! ;alok Sel!#t ;eton +ar!k Sel!#t ;eton +ekan +!n""! Eekt! ;alok %t ;eton %t +lan"an ;a?a %od. Elast!s!tas +l. ;a?a Re"an"an Leleh +l. ;a?a Re". Hanr ;eton +ekan Faktor Redks! &ekatan D!a#eter +lan"an Lentr D!a#eter +lan"an @eser

Keteran#an

 SNI 28)7 Pasal 12.27*

r #a

(.75Ar,

/./261

r#!n

1.)   '(.5  ) r#!n B r B r #a

/.//43 (.((*1

Kontro : Kontro Ka
=oen Noina : 0s +er$s.A  (.85A'A, 0s ter$s.AAd - a2

 A %n : %

A

SNI-(*-28)7-2((2

7K 

*2.(1 >REF4 $EF 88.668 $EF

## kN# kN#

a ,erdas. 0s ter$asan"

Ps 11.*

5. Bao 36 +an Bao 3 Ai,at =oen LaREF4 ## d )( ## d' )( ## d >REF4 ## ' 25 %Pa  *2( %Pa Es 21(((( %Pa e (.((152 #### e, (.((*(( #### O (.8 d, 1 ## ds 1( ## 'roses : Notasi ,1 r,

G %n

$""s

?asi

'  *( %$a (.85 (.85A,1A'A6((6((= (.(*681 as#s!  G < (.(Ad >REF4 % 16.1*

< < < < < < < < < < < < < <

!at"an

Keteran#an %o#en lt!#!t Le,ar ;alok +!n""! ;alok Sel!#t ;eton +ar!k Sel!#t ;eton +ekan +!n""! Eekt! ;alok %t ;eton %t +lan"an ;a?a %od. Elast!s!tas +l. ;a?a Re"an"an Leleh +l. ;a?a Re". Hanr ;eton +ekan Faktor Redks! &ekatan D!a#eter +lan"an Lentr D!a#eter +lan"an @eser

Keteran#an

 SNI 28)7 Pasal 12.27* ## kN#

Kontro : Kontro Ka
r#!n B r B r #a

=oen Noina : 0s +er$s.A  (.85A'A, 0s ter$s.AAd - a2

 A %n : %

7K 

*2.(1 >REF4 $EF 12.(7 $EF

## a ,erdas. 0s ter$asan" kN# kN#

5. Bao 3 +an Bao3 Ai,at =oen La
!at"an kN# ## ## ## ## ## %Pa %Pa %Pa #### #### ## ##

$""s

?asi

(.85

r,

'  *( %$a (.85A,1A'A6((6((=

G %n

as#s!  G < (.(Ad %

(.(*681 621.)5 11).6

< < < < < < < < < < < < < <

Ket %o#en lt!#! Le,ar ;alok +!n""! ;alok Sel!#t ;eton Sel!#t ;eton +!n""! Eekt! %t ;eton %t +lan"a %od. Elast!s!t Re"an"an Lel Re". Hanr Faktor Redk D!a#eter +la D!a#eter +la

at"an Keteran#an

 SNI 28)7 Pa ## kN#

Kontro Ka
5*.*) *((.( 24/.2 1.6 ...7K 

## a ,erdas. 0s kN# kN#

eran#an

+ar!k +ekan alok ;a?a s +l. ;a?a eh +l. ;a?a eton +ekan ! &ekatan n"an Lentr n"an @eser

sal 12.27*

er$asan"

%.&. 'esume Hasil !esain "ulanan Lentur Balok ()terior dan Balok Inte E>E$87$ !'AN ( 4.6  ) Bao 35 +an Bao 4/ No

1 2 * )

5

Notasi

Eterior >"<"an (=9) >"<"an (=) N## 8866766(.(( 2(5(6(5(.(( &o#, ) &o#, 5 ##2 >REF4 >REF4 ##2 85(.16 85(.16 3D1 3D1 >REF4 >REF4 N## >REF4 >REF4

!at"an

% &et 0s Perl 0s Pasan" +l. +er$asan" r Pasan" f%n

 * D 1 

;

La
*()5(87(.(( &o#, 2 >REF4 85(.16 3D1 >REF4 >REF4

*D1

*D1* 2D1

*D1* * D 1

,alok )(5(

2D1



;

2D1

8nte >"<"an (=9) 1816218(.(( &o#,. 6 >REF4 85(.16 3D1 >REF4 >REF4

1 2 * )

5

%  N##  &et 0s Perl ## 0s Pasan" ## +l. +er$asan" r Pasan" f%n

N## ##2 ##2

N##

75827(.(( &o#, ) >REF4 85(.16 3D1 >REF4 >REF4

2658)5(.(( &o#, 5 >REF4 85(.16 3D1 >REF4 >REF4

12(656(.(( &o#, * >REF4 85(.16 3D1 >REF4 >REF4

2658)5(.(( &o#, 6 >REF4 85(.16 3D1 >REF4 >REF4

8N>E$87$ !'AN (.2 ) Bao 3 +an Bao 3

No 1 2 * )

5

Notasi

%  N##  &et 0s Perl ## 0s Pasan" ## +l. +er$asan" r Pasan" f%n

!at"an

N## ##2 ##2

N##

Eterior >"<"an (=9) >"<"an (=) 2)*56)((.(( 1*)828(.(( &o#, ) &o#, 5 1)**.* 12(8.*8 17((.*1 1)16.* 6D1 5D1 (.((616 (.((51* >>> 2)(72*5.86

La
16886(.(( &o#, 2 12(8.*8 1)16.* 5D1 (.((51* 2)(72*5.86

8nt. N >"<"an (=9) 17*)18(.(( &o#, 6 12(8.*8 1)16.* 5D1 (.((51* 2)(72*5.86

ior

rior >"<"an (=) 86*2*8((.(( &o#,. * >REF4 85(.16 3D1 >REF4 >REF4

5((##

77(1)15(.(( &o#, * >REF4 85(.16 3D1 >REF4 >REF4

#ati >"<"an (=) 2))26(6((.(( &o#, * 1)*8.2( 17((.*1 6D1 (.((616 28662818.58

I*. Kontrol Syarat K+usus Penulanan Balok "a+an ,empa !N8 24 'asa 23.3.2.

Notasi

0s  *D1  0s  *D1  r  *D1  r  *D1  Q%n=  *D1  Q%n -  *D1 

$""s

nA1)A*.1)Ad, nA1)A*.1)Ad, 2 0s,,Ad 0s,,Ad ter,esar ter,esar 2

Eterior !
85(.16 85(.16 >REF4 >REF4 >REF4 >REF4

!at.

## ##2 2

0#, N## N##

&ontrol   SNI - 28)7 -Pasal 2*.* 21/2  Pasal 2*.51) !yarat 'er,an+in#an r ter$asan"  (.(25 >REF4  (.(25 = Q%n C 5(T Q%n >REF4 C >REF4 Q%n= C 25T Q#n#a %n=%n- >REF4 : >REF4 Q%n C 25T Q#n#a %n=%n- >REF4 : >REF4 +!a$ $oton"an $ena#$an" ,alok s!s! atas dan ,aah ada #!n!#al 2 ,atan" tlan"an %n#a d!a#,!l an" ter,esar antara %n= dan %N8nterior !
Ke Las Las

&at &a

eran#an +l. *D1 +l. *D1

!l +er,esar %o#en = %o#en -

Ket >REF4 >REF4 >REF4

>REF4 3& 4

*. !esain "ulanan "ransersal#"ulanan ,eser #B(U,(L#S(,KA, !N8 242//2* 'asa 23.3.4.2 1/.1. Bao 35 +an Bao 4/ A. Data : Notasi Ln d, ds n ' F Q ,, h, d 0" 0s*D1

Niai >REF4 1 1( ) 25 2)( (.75 )(( >REF4 >REF4 >REF4

!at"an ## ## ## ,ah %$a %$a

85(.16

##2

O

OL OD  1.2OD = 1.(OL 

85(.16 >REF4 >REF4 >REF4

##2 &N# &N# &N#

;e,an H!d$ ;e,an %at! ;e,an @raV!tas! teraktor

0V

nA(.25A*.1)Ad, 2

*1)

##2

Las +l.Sen"kan" Desa!n

0s*D1

## ## ## ##2

Keteran#an ;entan" ;ers!h D!a#eter +l. %e#an?an" D!a#eter Sen"kan" U#lah &ak! $ada desa!n sen"kan" %t ;eton %t ;a?a Faktor Redks! @eser SNI 28)7 Pasal 11.*  Le,ar ;alok +!n""! ;alok +!n""! Eekt! Las Pena#$an" &otor

D!a#,!l an" ter,esar

'ot. A  B

'ot. C

Balok

;a,ar: 2f1(-2((##

0 *D1



;

2f1(-55##

5(##

5(#

*D1

*D1

2f1(-55##

*D1

1((( ## 0

*D1

,alok )(5(

*D1



;

*5( ## L < Ln - 2Ah,

55(##

&olo# )(55 *D1

12

1((( ##

5((##

75(##

&olo# 5(75 *D1

;a,ar: 2f1(-15(##

0 6D1



2f1(-55##

;

5(##

5(#

5D1

5D1

2f1(-55##

5D1

15(( ## 0

6D1

,alok )(75

5D1



*)5( ##

75(##

&olo# 5(75

6D1

12

15(( ## ;

75(##

75(##

&olo# 5(75

5D1

'anjan# 'en#an#"ran >"an#an =eanjan# +aa Koo >e
?asi

!at"an

8d# 15( Ad#

152 15( 225

## ## ##

225 22 6 52

## ## ## ##

Keteran#an 0#,!l Wan" Wan" +er,esar %enentkan

5.)A'(.5

ldh 12d, )d,

Pan?an" +l. Dala# kolo# +e$!

Pan?an" &a!t Sdt ( o

;a,ar 'en#an#"ran

*D1

225 # ## # Ldh 225 )d, 76 76## ##

*D1

*D1

,alok )(5(

5( ##

12d, 228 ## 228 ##

*D1

*D1

*D1

rior

5((##

'anjan# 'enya"ran L+ ( !N8 24 'asa 14.1/.3 ): "nt" on+isi t"an#an +aa e 'roses : Notasi $""s ?asi !at"an ( !N8 24 'asa 14.1/.3 )

Ld1 Ld1

=d  = 12 d#

$EF >REF4

# #

(.)2

#

( !N8 24 'asa 14.2.3 )

Ld2

 A 1( A '(.5

XYZ[  = &tr d,

Kontro : !yarat er,an+in#an Ld1 : Ld2 >REF4 : $an?an" $enalran Ld  +er$aka! 

A d#

!at"an

(.)2 # $EF 

'enya"ran (L+) "an#an >ean ( !N8 24 'asa 14.3 ) 'roses : Notasi $""s ?asi !at"an

Ld,1 Ld,2 k1 k2 Ld

d,AF)A'(.5 (.()Ad,AF 0s $erl0s Pasan" k1Ak2ALd,1

3/4.// 2)*.2( (.8) (.75 12.28

## ##

Keteran#an >REF4 +er$aka!

Keteran#an D!a#,!l an" ter,esar Faktor +lan"an le,! Faktor S$!ral  Sen"kan

## \

a+aan tari

d! a#,!l an" ter,esar

 SNI 28)7 Pasal 1).*.2   SNI 28)7 Pasal 1).*.2   SNI 28)7 Pasal 1).*.*.1  SNI 28)7 Pasal 1).*.*.1

88. DE!A8N K7L7= !E8!=8C 12.1. ?asi Anaisa !t"t"r Koo 'a+a Lantai 3  'orta 3

No

Ko,inasi

1

1.4DL

2

1.2DL 9 1.6LL

*

1.2DL 9 1./LL 9 1./E

)

1.2DL 9 1./LL  1./E

5

/.DL 9 1./E

6

/.DL  1./E

No

Ko,inasi

1

1.4DL

2

1.2DL 9 1.6LL

*

1.2DL 9 1./LL 9 1./E

)

1.2DL 9 1./LL  1./E

5

/.DL 9 1./E

N ( K# ) 1)27).68 -1)27).68 1521.57 -1521.57 1*1)58.6( -1*1)58.6( 2()*26.8( -2()*26.8( 55**.17 -55**.17 1281.8 -1281.8

N ( K# ) 2)*)6.51 -2)*)6.51 *2)55.8* -*2)55.8* 27*1.28 -27*1.28 2828.8) -2828.8) 15)72.() -15)72.()

D ( K# ) -11(2.5 11(2.5 -155.15 155.15 266.58 -266.58 -22).55 22).55 886.5* -886.5* -2*().6( 2*().6(

Koo Esterior Koo 2 = ( K#- ) =!
N ( K# ) 1)27).68 -1)27).68 15215.7( -15215.7( 2(272.(5 -2(272.(5 1**(6.) -1**(6.) 1265.*6 -1265.*6 56*.8( -56*.8(

D ( K# ) 11(2.5 -11(2.5 155.15 -155.15 2865.72 -2865.72 -2(7.75 2(7.75 22)5.77 -22)5.77 -827.7( 827.7(

Koo 26 = ( K#- ) =!
D ( K# ) )61.*6 -)61.*6 71).51 -71).51 *)*.7* -*)*.7* -225(.(( 225(.(( *1)1.)5 -*1)1.)5

Koo 8nterior Koo 6 = ( K#- ) =!
N ( K# ) )1288.(2 -)1288.(2 5))72.() -5))72.() )57(7.(5 -)57(7.(5 )825.2 -)825.2 2)**.17 -2)**.17

D ( K# ) -28)6.(2 28)6.(2 -*6.5( *6.5( 1786.8( -1786.8( -8578.25 8578.25 **52.5 -**52.5

Koo 1/ = ( K#- ) =!
6

/.DL  1./E

No

Ko,inasi

1

1.4DL

2

1.2DL 9 1.6LL

*

1.2DL 9 1./LL 9 1./E

)

1.2DL 9 1./LL  1./E

5

/.DL 9 1./E

6

/.DL  1./E

158*(.61 -158*(.61

N ( K# ) 61258.*8 -61258.*8 81)56.7 -81)56.7 7(65*.*7 -7(65*.*7 7(5)8.2* -7(5)8.2* *)*2.6 -*)*2.6 **27.81 -**27.81

-25)8.28 25)8.28

-)*(762.( -)*565(.7(

( 28151.)2 -2)).*1 -28151.)2

Koo 8nterior Koo 14 D ( K# ) = ( K#- ) =!
Koo 8nterior No

Ko,inasi

1

1.4DL

2

1.2DL 9 1.6LL

*

1.2DL 9 1./LL 9 1./E

)

1.2DL 9 1./LL  1./E

5

/.DL 9 1./E

N ( K# ) 2)*)6.51 -2)*)6.51 *2)558.*( -*2)558.*( 28*)8.6* -28*)8.6* 27872.) -27872.) 1588.* -1588.*

D ( K# ) -)61.*6 )61.*6 -71).51 71).51 215(.( -215(.( -***.82 ***.82 2))8.*6 -2))8.*6

Koo 22 = ( K#- ) -8**6).2( -7*)8.6) -12(86.6( -11*8)7.( *6(26.)( *7(75.5( -57521.(( -56(*18.6( )1)152.( )182(.((

=!
( )*2.781 ( 761.*21 ( 52)5.(52 ( 7)5(.17* ( 2(68.51*

N ( K# ) )1288.(2 -)1288.(2 5))72.() -5))72.() )87).57 -)87).57 )5657.78 -)5657.78 282((.6 -282((.6 2)88*.( -2)88*.(

-7(12.11 7(12.11

D ( K# ) 28)6.(2 -28)6.(2 *6.5( -*6.5( 85(2.76 -85(2.76 -1711.*1 1711.*1 6*6.61 -6*6.61 -*277.)5 *277.)5

-118)7*(.(( -11*86.((

( -7*28.275

Koo 1 = ( K#- ) =!
6

/.DL  1./E

15)1*.26 -15)1*.26

-*()1.5) *()1.5)

-521**5.5( -512788.2(

( )27*.6*)

12.2. Desain Koo Eterior (oo 4/055)  no 2  no.26 !N8 24 'asa 23.4 1. Data : Notasi hk ,k h, d d, d ds L Ln ' ' P 0" %

Niai >REF4 >REF4 >REF4 >REF4 1 )( 1* >REF4 >REF4 25 *2( 2()*268.(( >REF4 )7278*(.((

!at"an ## ## ## ## ## ## ## ## ## %$a %$a N ##2 N##

Keteran#an +!n""! &olo#n Le,ar &olo# +!n""! ;alok +!n""! Eekt! &olo# D!a#eter +l. %e#an?an" Sel!#t ;eton D!a#eter +l. Sen"kan" Pan?an" &olo# Pan?an" ;ers!h &olo# %t ;eton %t ;a?a 0ks!al lt!#!t Las &otor Pena#$an" %o#en lt!#!t

2. Kontro !yarat " Koo (!N8 24 'asa 23.4.1 ) !yarat &olo# #e#!kl @aa @e#$a  P  2()*268 P C 0"A'1( 2()*268 ,k : *(( ## >REF4 ,khk : (/) >REF4

3. Desain >"an#an =eanjan# Den#an Dia#ra 8nterasi 'enet"an G Dan Koor+inat Dia#ra 8nterasi Ketent"an ?asi ^ < hk-2Ad=d,=12d#hk >REF4 P0" < $h!APn0" >REF4

d <,k-d-ds- 12 d,

Ln < L - h, 1 %$a < 1 N##2 1 k" < 1( N 0" < ,k A hk

Kontro

N : : :

(/8

 &o#, )  >REF4 *(( (.)

Keteran#an 3& 4 3k >REF4 >REF4

%0"Ahk<$h!A%n0"Ahk

>REF4

Sesa! Data Renana '  25 %$a /   *2( %$a  serta ^ %aka  D!Paka! D!a"ra# Interaks! F32/25/.4

P0" P < $h!APn % < $h!A%n %0"Ah

.*

(.)

Dari +ia#ra* Di+a
&ontrol 0s Perl

 1H ?asi

!at.

1T

B rho#!n

Keteran#an D!a"ra# Interaks! F32/25/.4

r%!n

1T

SNI 28)7 Pasal 2*.)*1

r%a

6T

SNI 28)7 Pasal 2*.)*1

rPerl B r#!n

tdk ok

B 1T $aka! rho-#!n

rmin A ,k A hk

>REF4

##2

Las +l. Perl

n < ?#lah t la n" an

$ aka! d !a .1 ##

0s +er$asan"

nA1)A*.1)Ad,2

I Kontro : 0s+er$. : 0s Perl

$EF

B"a%

U#lah +l. +er$asan"

12

B"a%

D!a#,!l ntk $enh! sarat ) s!s!

34/1

2

Las +l. +er$asan"

*)(1

:

$EF

1.5/H

>REF4

&ontrol Ras!o +l. ta#a Pada ) S!s!

r+er$asan"

0ster$.0"

Jadi Tul. Memanjang Kolom Terpakai 12 D1 >erse,ar 'a+a 4 !isi

Sketsa Pena#$an" &olo# 

h

,k ,

sen"kan" hk

ross-t!es

tl. %e#an?an"

4. 'eerisaan !yarat K"at Lent"r =ini" Koo ( !N8 24 'asa 23.4.2.2) +?an konse$ stron" ol#n and eak ,ea# ?","n#an Koo Den#an Bao 4*6 

 (.(1 B (.(15 B (.(6  _

>REF4

1.5 T .*

2.2

Dar! $erh!tn"an d!atas telah d!da$at P0" < .) dan ` ter$asan" < 1/5( T den"an #en""nakan d!a"ra# !nteraks!/ #aka d!da$at koord!nat  < 2/2 +lan"an %e#an?an" &olo# dan ;alok +er$asan" Sa#a Pada Set!a$ +!n"kat Notasi

$""s

?asi

!at"an

Keteran#an

2.2(

-

>REF4

N##

&at %o#en &olo#

>REF4

N##

U#lah %o#en H;& &olo#

Koo &oord. %0"Ah D!a"ra# Interaks!

Has!l Plot dar!  P0" s r+er$as.

Q%n&olo#0tas < Q%n&olo#;ah Q%n/kl# 12D1  b%e kl# 12D1

0"AhkA&oord. ] 22((((A55(A2.2 Q%n&l#0tas = Q%n&l#;0ah

Bao a ,alok *D1 Q%n;lk&anan

Q%n ,lk  *D1  b%" ,lk *D1 &ontrol  J=e

 0sA(.85A'A,

*2.(1

##

0sAAd-a2 Q%n;lk&anan

>REF4

N##

&at %o#en ;alok

>REF4

N##

U#lah %o#en H;& ;alok

 (605) J=#

>REF4

C

&olo#

ØMn Klm atas =

>REF4

&N #

>REF4 &N # ;alok *5 )/6 #

ØMn lk = H;&

ØMn Klm aa" =

>REF4 &N #

&olo#

5. Desain >"an#an >ransersa (!en#an#0Be"#e) Data : Notasi hk

Niai >REF4

!at"an ##

Keteran#an +!n""! &olo#n

a ntk +l. ;alok *D1

>REF4

>REF4

,k h, ,, d d, d ns ds d rost!ess nt L Ln F' F 0" 1 P c

>REF4 >REF4 )(( >REF4 1 )( 2 1* 1* ) >REF4 >REF4 25 *2( >REF4

## ## ## ## ## ## ;ah ## ## ## ## ## %$a %$a ##2

22)5.5 2()*268.( (.75

N N

Le,ar &olo# +!n""! ;alok Le,ar ;alok +!n""! Eekt! &olo# D!a#eter +l. %e#an?an" Sel!#t ;eton U#lah &ak! Sen"kan" D!a#eter +l. Sen"kan" D!a#eter +l. rost!ess U#lah rost!ess Pan?an" &olo# Pan?an" ;ers!h &olo# %t ;eton %t ;a?a Las &otor Pena#$an"

,k <)((## ,

hk < 55(##

 0" < ,k A hk 

Faktor Redks! @eser SNI 28)7 Pasal 11.*

h

rost!ess

 Ln < L - h, 

@eser Has!l 0nal. Strk 0ks!al lt!#!t

>"an#an 'en#ean# ( Daera% o ) ( !N8 24 'asa 23.4 4) n"s! #en"ekan" !nt! ,eton s$aa dakt!l!tas kolo# teta$ ada.

Sen"kan"

 d < ,k - d - d, - 12 d# 

+l. Lon"!td!nal

Notasi

, h 0h h h

$""s hk-2d-2d,-2A12Ad# hk-2d-2d,-2A12Ad# ,Ah 1*Ah 1*A,

Notasi $""s %enentkan I o  SNI 28)7 Pasal 2*.).).)  hk lo C 16ALn 5(( Desa!n S$a!n" $ada lo  Pasal 2*.).).2  6Ad# s %a 15( 1)A,k 1((=*5(-h* 1((:SB15( 1((=*5(-h* 1((:SB15( 0sh Sen"kan" nA1)A*.1)Ads2

0sh rost!ess

nA1)A*.1)Adrost2

0sh ter$. +otal 0h

0sh sen"kan" = 0sh rost!ess

h A ,

As%

/*/M(s%-&-)0y%

As%

/*3M(s%-&-)0yM(A#0A-%)1

Kontro :

?asi >REF4 >REF4 >REF4 >REF4 >REF4

!at"an ## ## ## ## ##

Keteran#an Le,ar Int! ,eton +!n""! Int! ,eton Las !nt! ,eton Uarak rost!ess0rah  Uarak rost!ess0rah 

?asi

!at"an

Keteran#an

>REF4 >REF4 5((

## ## ##

11) 15( >REF4 >REF4 >REF4

## ## ## ## 15( ## 15(

265

##2

Las Sen"kan"

5*1 76 >REF4 $EF $EF

##2 ##2 ##2 ##2 ##2

Las rost!ess Las t!tal tl. +rans.

lo +er,esar 

S %a +erke!l 

( s Desain )

SNI 28)7 Pasal 2).) ).1, Pers. 12) SNI 28)7 Pasal 2).) ), Pers. 12*

0sh +er$. +otal C 0sh Pers. 12) 76 C *(5.51 0sh +er$. +otal C 0sh Pers. 12*

3k

76 C 7).(*

..3k

Oa+i >"an#an 'en#ean# Desain : +l sen"kan"

D1*) D1* -

1(( 1(( ##

$EF

1//

>REF4 ##

Pan?an" Pen"ekan"an  lo 

Kontro >"an#an 'en#ean# >er%a+a< ;aya ;eser Di+aera% 'en#ean#an 0Lo ( !N8 24 'asa 23.4 (5)) &at %o#en ?n" 0tas < ?n" ;aah  &olo#  &at %o#en &!r! < &anan  ;alok  Notasi $""s ?asi !at. Keteran#an Koo Ln&olo# L - h, >REF4 ## Pan?an" ;ers!h &olo# Q%n  12 D1  0"AhkA&oord. ] >REF4 N## &at %o#en &3lo# %$r  12 D1  1/25AQ%n >REF4 N## %o#en Pro,a,!l!t &olo# Bao Ln ;alok L - hk >REF4 Pan?an" ;ers!h ;alok a  * D1   0sA1/25F(.85A'A,, *2.(1 ## Q%n  * D1  0sA1.25FAd-a2 >REF4 N## &at %o#en ;alok %$r  * D1  0sA1/25FAd-a2 >REF4 N## %o#en Pro,a,!l!t ;alok

Koo %$r1 < >REF4

&N#

>REF4 &N e < e < %$r1 = %$r1' Ln

Ln < >REF4##

e < %$r 1' < >REF4

&N#

>REF4 &N

<

>REF4

N

Balok

Mpr$ = >REF4

&N#

OD <(.AD<

Ln <

>REF4 &N#

%Pr1' <

>REF4

&N#

>REF4 #

%Pr1=%Pr1' < >REF4 &N

>REF4 &N

Ln 12AODALn < >REF4

>REF4 &N

&N

>REF4

e < >REF4 &N

D!a#,!l e ter,esar

<

>REF4

&N

N

Uad! d!da$at  e kolo#

2A%Pr 12D1Ln&olo#

>REF4

N

@aa @eser @e#$a &olo#

e ,alok

2A%Pr *D1Ln&olo#

>REF4 225

N N

@aa @eser Desa!n ;alok @aa @eser Has!l 0nal. Strk.

e 0nl.Strk.

0nal!sa Strktr

Kontra 'eaaian Pe ( ;aya ;eser ) !N8 24 'asa 23.4(5(1)) !yarat Kontro C e&ol. C as. >REF4 C e;al. C as >REF4 C e&ol. C e;al. >REF4

225 225 >REF4

Keteran#an >REF4 >REF4 >REF4

e&ol. : ;al. s

Uad! Wan" +er$aka! Wa!t  e&ol. Kontro P- (K"at ;eser Beton) !yarat Kontro e0s. : (.5A e&ol. 225 N  0"A'2( 2()*268.( Sarat t!dak+er$enh! %aka   &at @eser ;eton   ( >REF4 N  < 1= N '(/5A,k Ad 1)0" 6

$EF

N

: 

Kontro Ps ( K"at ;eser !en#an# ) ( !N8 24 'asa 23.4 (4(2))) Notasi $""s  <  = s ec <  = s s e(.75 -  s #!n 1*A,kAdA'(.5 s #a 2*A,kAdA'(.5 Kontro : (Oia Ps  Psin* 'aai Ps in Q Oia Ps R Ps a* $e+esain ) !yarat Kontro s %!n s  s %a >REF4 Karena Ps  Psin =aa Di"an#an ;eser Kontro Notasi $""s As% ter<. >ota s Kontro 0sh totalAFAds#!n Kontro !"an#an 'en#ean#an s
B

Keteran#an >REF4 >REF4

>REF4 >REF4

?asi

!at"an

Keteran#an

>REF4 >REF4 >REF4

N N N

&at @eser Sen"ka &at @eser %!n!# &at @eser %a!#

>REF4

B

>REF4

!at.

Keteran#an

$EF N

?asi 6 $EF

s #eser *8(

##

!at ##

Di
&eteran"an ! s Desa!n : s &ontrol se s &ontrol ! s Desa!n B s &ontrol se s desa!n

Karena s Desain Le,i% Ke-i Dari s Kontro =aa Dia,i s Desain !e,a#ai !
1// ## 1//  $EF 

D13  4 D13 

Oa+i >"an#an 'en#ean# ter"
>"an#an ;eser 'a+a Daera% La
Lo<55(##

e < e' '

>REF4 N

12ALn < >REF4 ## >REF4 ##

e' < sA((1)5( Kontro P- (K"at ;eser Beton) !yarat e0s. : (.5Ae' &ol.

e' <

Kontro 225 2()*268.( N  0"A'2( Sarat t!dak +er$enh! %aka   &at @eser ;eton   ( >REF4 N  < 1= N '(/5 A,kAd 1)0" 6

>REF4 N

 

'er%it"n#an Ps ( K"at ;eser !en#an# ) ( !N8 24 'asa 23.4 (4(2))) Notasi $""s ' <  = s'


>REF4 >REF4

?asi

!at"an

Keteran#an

e'c <  = s' s'

e'(.75 - 

>REF4

N

&at @eser Sen"ka

sat. ## ##

D!a#,!l an" terke!l

Karena P-  Ps* aa +ise
!yarat 6Ad, 15(

?asi 11) 15(

s =a 11/ 15(

Uad! +l. @eser Pada daerah D!lar Pen"ekan"an +er$aka!  ) D1* - 11( ## +l. @eser Pan?an" Daerah d!lar lo Ln-2Alo >REF4 ## 'anjan# !a,"n#an LeSatan Koo ( !N8 24 'asa 14.2 & 'enya"ran Kon+isi >ari& ) >ereta 'a+a 102 >in##i Koo Data : Notasi '  d, d &tr

Niai 25 *2( 1 )(

!at. %$a %Pa ## ##

Keteran#an %t ;eton %t ;a?a +l. Lon"!td!nal &olo# Sel!#t ;eton

(

-

Indeks +l. +ransVersal

SNI 28)7Pasal 1).2.)

a

1.* 1 1 (.8

-

Faktor Lokas! Penlan"an Faktor Pela$!s Faktor 0"re"at Faktor kran ;atan" +l.


b l g

SNI 28)7Pasal 1).2.) SNI 28)7Pasal 1).2.) SNI 28)7Pasal 1).2.)

'roses : Notasi Ld 1

$""s AF1(A'(.5A a*b*g*l = &trd,Ad,

I

;erdasarkan Persaratan &elas sa#,n"an Pada Pasal 1).15 SNI 28)7 D!$aka! Sa#,n"an &elas ; &arena %e#aka! Uen!s Ikatan Den"an &aat ;endrat Seh!n""a Ld D!redks! se,esar 1 Ld 1 1.*ALd < 1.* A 5)1 ## L+ ter
?asi 5)(.6* 5)1

## ##

7(*.* 1/

## ##

Ketent"an *((

Keteran#an 3& 4

?asi 15( 1)2

s 15/ 14/

!at"an  SNI 28)7 Pasal 1).2

sat. ## ##

D!a#,!l an"

terke!l

hk <55(##

+l.%e#an?an" 12D1 d < )(##

h, <5((## hk <)((## Lo <55(## 2D1*-1((## =

rost!ess )D1*-1((##

Sen"kan" 2D1*-1(( ((-*55<5)5##

2D1*-11(##

hk <55(##

Poton"an 0-0

Ln-2ALo <18((## Lkolo# < *)(( ##

2D1*-1)(## ;

Ld < 71( ##

Ln < 2(( ##

;

2D1*-11(##

Lo <55(##

rost!ess )D1*-1((

+l.%e#an?an" 12D1

((-*55<5)5##

d < )(##

2D1*-1((##

rost!ess )D1*-1((##

0

hk <)((## 0

Sen"kan" 2D1*-1)( hk <55(##

Poton"an ;-;

15.3 Disain ?","n#an Bao Koo 'a+a Esterior !REF4 ## ,, )(( ## d, 1 ## d )( ##

Keteran#an +!n""! ;alok Le,ar ;alok D!a#eter +l. %e#an?an" Sel!#t ;eton

ds d F' F 0s*D1 0"

1* >REF4 25 *2( 85(.155 >REF4

## ## %$a %$a ##2

D!a#eter +l. Sen"kan" +!n""! Eekt! ;alok %t ;eton %t ;a?a Las +l. *D1 Las Uo!n

'er%it"n#an nt" =en-ari Niai K"at >ari >"an#an ( > ) Notasi $""s ?asi >1 As(3D1)  1*25 y 34/ >2 As(3D1)  1*25 y 34/

'er%it"n#an nt" =en-ari Niai =
&N#

0" < ,, A h,

!at. KN KN

?asi

!at.

Keteran#an

*2.(1 >REF4 >REF4

## N## N##

%o#en Pro,a,!l!t ;alok %o#en Pro,a,!l!t ;alok

Balok

%Pr 1 < >REF4

d
%Pr1' <

>REF4

&N#

>REF4 #

Ln <

% < %Pr1=%Pr1' < >REF4 &N 2 h <

%A2Ln < >REF4

Uad! d! da$at h

<

>REF4

&N

% < >REF4 &N

h < >REF4 &N

N

hk <55(## % <115.)8&N# h <57.(*&N

+1 <*)(&N

h, <5((## 1 <+1 %$r1' <-115.)8&N#

h <57.(*&N % <115.)8&N#

'er%it"n#an nt" =en-ari K"at ;eser ?BK ( P ) Notas! R#s -  +1  - h

Has!l >REF4

Sat. &N

'er%it"n#an nt" =en-ari K"at ;eser Noina ( VP- ) Di ?BK ( !N8 24 'as. 23.5.3.1 ) Notas! R#s Has!l Sat. c (/75 A 1/25 A 0" A '(/5 >REF4 &N

Kontro VPSarat c C  -

&ontrol >REF4

C

&es!#$lan  &arena c C  -/ #aka H;& $ada Ekster!or s$an t!dak $erl d!,er! sen"kan"

>REF4

&eteran"an >REF4

hk Âhk < a Âhk ^ < a  hk a < hk - 2A d=ds  = 12 d, 

e&ol

n" # #

Ket. not..3& 4

3/

n"

.* 

16. Desain Koo 8nterior (oo 5/05) !N8 24 'asa 23.4 16.1 Desain >"an#an Lon#it"+ina. Data : Notasi Niai hk >REF4 ,k >REF4 h, >REF4 d >REF4 d, 1 d )( ds 1* L >REF4 Ln >REF4 ' 25 ' *2( P 81)56.7( 0" >REF4 % 1)5(6(((.((

!at"an ## ## ## ## ## ## ## ## ## %$a %$a N ##2 N##

Kontro !yarat Koo (!N8 24 'asa 23.4.1 ) !yarat &olo# #e#!kl @aa @e#$a  P  P C 0"A'1( ,k : *(( ## ,khk : (/)

81)56.7( 81)56.7( >REF4 >REF4

Keteran#an +!n""! &olo#n Le,ar &olo# +!n""! ;alok +!n""! Eekt! &olo# D!a#eter +l. %e#an?an" Sel!#t ;eton D!a#eter +l. Sen"kan" Pan?an" &olo# Pan?an" ;ers!h &olo# %t ;eton %t ;a?a 0ks!al lt!#!t Las &otor Pena#$an" %o#en lt!#!t

d <,k-d-ds- 12 d,

Ln < L - h,

0" < ,k A hk

Kontro

Desain >"an#an =eanjan# Den#an Dia#ra 8nterasi 'enet"an G Dan Koor+inat Dia#ra 8nterasi Ketent"an ?asi ^ < hk-2Ad=ds=12d,hk >REF4

N B : :

 &o#, )  >REF4 *(( (.)

Keteran#an 3& 4 &ernthan +ekan >REF4 >REF4

P0" %0"Ahk

>REF4 >REF4

Sesa! Data Renana '  25 %$a /   *2( %$a  serta ^ %aka  D!Paka! D!a"ra# Interaks! F32/25/.4

(.82T

2.2 (.5 5

Dari +ia#ra* Di+a
1T

!at.

Keteran#an D!a"ra# Interaks! F32/25/.4

SNI 28)7 Pasal 2*.)*1

r%a

6T r%!n B rPerl B r%a

&ontrol 0s Perl

r A ,k A hk

n

I 0s +er$asan"

2

nA1)A*.1)Ad,

Kontro : 0s+er$. : 0s Perl

SNI 28)7 Pasal 2*.)*1

3& 4 >REF4 $EF

##2 B"a%

Las +l. Perl U#lah +l. +er$asan"

16

B"a%

D!a#,!l ntk $enh! sarat ) s!s!

2

4534



)5*)

:

$EF

1.2/H

Las +l. +er$asan" >REF4

&ontrol Ras!o +l. ta#a Pada ) S!s!

r+er$asan"

0ster$.0"

Jadi Tul. Memanjang Kolom Terpakai 16 D1 >erse,ar 'a+a 4 !isi

Sketsa Pena#$an" &olo# 

,k < 5((

hk < 75(

'eerisaan !yarat K"at Lent"r =ini" Koo ( !N8 24 'asa 23.4.2.2) ?","n#an Koo Den#an Bao *2 

 (.(1 B (.(12 B (.(6  _

>REF4

1.2T

2.2 2

Dar! $erh!tn"an d!atas telah d!da$at P0" < (/2 dan ` ter$asan" < 1/2( T den"an #en""nakan d!a"ra# !nteraks!/ #aka d!da$at koord!nat  < 1/6 +lan"an %e#an?an" &olo# dan ;alok +er$asan" Sa#a Pada Set!a$ +!n"kat Notasi $""s ?asi Koo 2.(( &oord. %0"Ah D!a"ra# Interaks! Q%n&olo#0tas < Q%n&olo#;ah Q%n/kl# 16D1  b%e kl# 16D1 Bao a ,alok 6D1 Q%n;lk k!r! < Q%n;lk&anan Q%n ,lk  6D1 

!at"an

-

Keteran#an Has!l Plot dar!  P0" s rTer$as.

0"AhkA&oord. ] *75(((A75(A2 Q%n&l#0tas = Q%n&l#;0ah

>REF4

N##

&at %o#en &olo#

>REF4

N##

U#lah %o#en H;& &olo#

 0sA(.85A'A,

6).(1

##

>>>

N##

0sAAd-a2

a ntk +l. ;alok 6D1 &at %o#en ;alok

b%" ,lk 6D1 &ontrol  b%e

Q%n;lk k!r! = Q%n;lk&anan C 65 b%"

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U#lah %o#en H;& ;alok 687()()58)587

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&N #

ØMn lk 28662818.58 = &N # ;alok *8 7.2 #

H;&

ØMn Klm aa" =

>REF4 &N #

&olo#

16.2 DE!A8N >LAN;AN >$AN!PE$!AL !E8!=8K K7L7= 8N>E$87$ Data : Notasi hk ,k h, ,, d

Niai >REF4 >REF4 75( )(( >REF4

!at"an ## ## ## ## ##

Keteran#an +!n""! &olo#n Le,ar &olo# +!n""! ;alok Le,ar ;alok +!n""! Eekt! &olo#

 d < ,k - d - d, - 12 d# 

>REF4

d, d n ds d rost!ess n L Ln F' F 0" 1 P c

1 )( 2 1* 1* 6 >REF4 >REF4 25 *2( >REF4

## ## ;ah ## ## ## ## ## %$a %$a ##2

85782.52 81)56.7( (.75

N N

D!a#eter +l. %e#an?an" Sel!#t ;eton U#lah &ak! Sen"kan" D!a#eter +l. Sen"kan" D!a#eter +l. rost!ess U#lah rost!ess Pan?an" &olo# Pan?an" ;ers!h &olo# %t ;eton %t ;a?a Las &otor Pena#$an"

 Ln < L - h, 

 0" < ,k A hk 

@eser Has!l 0nal. Strk 0ks!al lt!#!t Faktor Redks! @eser SNI 28)7 Pasal 11.*

>"an#an 'en#ean# ( Daera% o ) ( !N8 24 'asa 23.4 4)

h

,k < 5((

,

hk < 75(

rost!ess

+l. %e#an?an" Sen"kan"

Notasi

$""s

?asi

!at"an

Keteran#an

, h 0h h h

,k-2d-2ds-2A12Ad, hk-2d-2ds-2A12Ad, ,Ah 1*Ah 1*A,

Notasi $""s %enentkan I o  SNI 28)7 Pasal 2*.).).)  hk lo C 16ALn 5(( Desa!n S$a!n" $ada lo  Pasal 2*.).).2  6Ad, s %a 15( 1)A,k 1((=*5(-h* 1((:SB15( 1((=*5(-h* 1((:SB15( 0sh Sen"kan" nA1)A*.1)Ads2

0sh rost!ess

nA1)A*.1)Adrost

0sh ter$. +otal 0h

0sh sen"kan" = 0sh rost!ess

2

h A ,

As%

/*/M(s%-&-)0y

As%

/*3M(s%-&-)0yM(A#0A-%)1

Kontro :

>REF4 >REF4 >REF4 >REF4 >REF4

## ## ## ## ##

Le,ar Int! ,eton +!n""! Int! ,eton Las !nt! ,eton Uarak rost!ess0rah  Uarak rost!ess0rah 

?asi

!at"an

Keteran#an

>REF4 >REF4 5((

## ## ##

11) 15( >REF4 >REF4 >REF4

## ## ## ## ##

S %a +erke!l 

265

##2

Las Sen"kan"

76 1(61 >REF4 $EF $EF

##2 ##2 ##2 ##2 ##2

Las rost!ess Las t!tal tl. +rans.

lo +er,esar 

( s Desain )

SNI 28)7 Pasal 2).) ).1, Pers. 12) SNI 28)7 Pasal 2).) ), Pers. 12*

0sh +er$. +otal C 0sh Pers. 12) 1(61 C )8*.)( 0sh +er$. +otal C 0sh Pers. 12*

3k

1(61 C 66.8(

3k

Oa+i >"an#an 'en#ean# Desain : +l sen"kan" Pan?an" Pen"ekan"an  lo 

6D1* -

11( ## >REF4 ##

$EF

11/

Kontro >"an#an 'en#ean# >er%a+a< ;aya ;eser Di+aera% 'en#ean#an ( !N8 24 'asa 23.4 (5)) &at %o#en ?n" 0tas < ?n" ;aah  &olo#  &at %o#en &!r! < &anan  ;alok  Notasi $""s ?asi !at. Keteran#an Koo Ln&olo# L - h, >REF4 ## Pan?an" ;ers!h &olo#

Q%n  16 D1  %$r  16 D1  Bao Ln ;alok a  6 D1  Q%n  6 D1  %$r  6 D1 

0"AhkA&oord. ] 1.25AQ%n

>REF4 >REF4

N## N##

L - hk  0sA1/25F(.85A'A,, 0sAFAd-a2 0sA1/25FAd-a2

>REF4 6).(1 >>> >>>

## N## N##

Koo %$r1 < >REF4

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&at %o#en &3lo# %o#en Pro,a,!l!t &olo# Pan?an" ;ers!h ;alok &at %o#en ;alok %o#en Pro,a,!l!t ;alok

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@aa @eser Desa!n ;alok @aa @eser Has!l 0nal. Strk.

e 0nl.Strk.

0nal!sa Strktr

Kontra 'eaaian Pe ( ;aya ;eser ) !N8 24 'asa 23.4(5(1)) !yarat Kontro C e&ol. C as. >REF4 C ;al. C as >REF4 C >REF4 e&ol. C ;al. : e&ol..  ;al. >REF4 $EF Uad! Wan" +er$aka! Wa!t  e kolo#.

Kontro P- (K"at ;eser Beton) !yarat e0s. : (.5Ae&ol.

Kontro 8578 2()*268.( N  0"A'2( Sarat t!dak+er$enh! %aka   &at @eser ;eton   ( >REF4 N  < 1= N '(/5A,k Ad 1)0" 6

Keteran#an 8578 8578 >REF4 >REF4

Kontro

 e&ol. : ;al. se I e&ol. B ;al. se

N

: 

Kontro Ps ( K"at ;eser !en#an# ) ( !N8 24 'asa 23.4 (4(2))) Notasi $""s  <  = s ec <  = s s e(.75 -  s #!n 1*A,kAdA'(.5 s #a 2*A,kAdA'(.5 Kontro : (Oia Ps  Psin* 'aai Ps in Q Oia Ps R Ps a* $e+esain ) !yarat

>REF4 >REF4 >REF4 >REF4


>REF4 >REF4

?asi

!at"an

Keteran#an

>REF4 >REF4 >REF4

N N N

&at @eser Sen"kan &at @eser %!n!## &at @eser %a!#

s %!n s  s %a >REF4 Karena Ps  Psin =aa Di
B

>REF4

B

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!at.

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$EF N

'er%it"n#an !"an#an ;eser Kontro Notasi $""s A tota nA1)A*.1)Ad,2 s Kontro 0V totalAFAds#!n

?asi 1/61 $EF

Kontro !"an#an 'en#ean#an s Desain Kontro  11(

s Kontro )1(

##

Di
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!at ##

! s Desa!n : s &ontrol se s &ontrol ! s Desa!n B s &ontrol se s desa!n

Karena s Desain Le,i% Ke-i Dari s Kontro =aa Dia,i s Desain !e,a#ai !". 'en#ean#an Oa+i >"an#an 'en#ean# ter" sen#an# 'anjan# 'en#ean#an ( o )

6 D13 

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>REF4 N

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' <

Kontro P- (K"at ;eser Beton) !yarat e0s. : (.5Ae &ol.

Kontro 8578 2()*268.( N  0"A'2( Sarat t!dak +er$enh! %aka   &at @eser ;eton   ( >REF4 N  < 1= N '(/5 A,kAd 1)0" 6

>REF4 N

: 

'er%it"n#an Ps ( K"at ;eser !en#an# ) ( !N8 24 'asa 23.4 (4(2))) Notasi $""s ' <  = s1 e'c <  = s1 s1 '(.75 - 


>REF4 >REF4

?asi

!at"an

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>REF4

N

&at @eser Sen"kan

sat. ## ##

D!a#,!l an" terke!l

Karena P-  Ps* aa +ise
!yarat 6Ad, 15(

?asi 11) 15(

s =a 11/ 15(

Uad! +l. @eser Pada daerah D!lar Pen"ekan"an +er$aka!  6D1* - 11( ## +l. @eser Pan?an" Daerah d!lar lo Ln-2Alo >REF4 ## 'anjan# !a,"n#an LeSatan Koo ( !N8 24 'asa 14.2 & 'enya"ran Kon+isi >ari& ) >ereta 'a+a 102 >in##i Koo Data : Notasi '  d, d &tr

Niai 25 *2( 1 )(

!at. %$a %Pa ## ##

Keteran#an %t ;eton %t ;a?a +l. Lon"!td!nal &olo# Sel!#t ;eton

(

-

Indeks +l. +ransVersal


a

1.* 1 1 (.8

-

Faktor Lokas! Penlan"an Faktor Pela$!s Faktor 0"re"at Faktor kran ;atan" +l.


b l g

'roses : Notasi Ld 1

$""s

SNI 28)7Pasal 1).2.) SNI 28)7Pasal 1).2.) SNI 28)7Pasal 1).2.)

?asi 5)(.6* 5)1

## ##

;erdasarkan Persaratan &elas sa#,n"an Pada Pasal 1).15 SNI 28)7 D!$aka! Sa#,n"an &elas ; &arena %e#aka! Uen!s Ikatan Den"an &aat ;endrat Seh!n""a Ld D!redks! se,esar 1.* Ld 1 1.*ALd < 1.* A 5)1 ## 7(2.82 L+ ter
## ##

AF1(A'(.5Aa*b*g*l = &trd,Ad,

I

Kontro : (!N8 24 'asa 14.2.1) 1.3L+ Kontro 71( :

Ketent"an *((

Keteran#an 3& 4

!at"an  SNI 28)7 Pasal 1).2.*

!
?asi 15( 1)2

s 15/ 14/

sat. ## ##

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terke!l

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'er%it"n#an nt" =en-ari Niai K"at >ari >"an#an ( > ) Notasi $""s ?asi >1 As(3D1)  1*25 y 6/ >2 As(3D1)  1*25 y 6/

Keteran#an +!n""! ;alok Le,ar ;alok D!a#eter +l. %e#an?an" Sel!#t ;eton D!a#eter +l. Sen"kan" +!n""! Eekt! ;alok %t ;eton %t ;a?a Las +l. 6D1 Las Uo!n

!at. KN KN

d
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+1 <68(&N

h, <75(## 1 <+1

%$r1' <-*58.2 &N#

h <111.(6 &N % <*58.2 &N#

'er%it"n#an nt" =en-ari K"at ;eser ?BK ( P ) Notas! R#s -  +1  - h

Has!l >REF4

Sat. &N

'er%it"n#an nt" =en-ari K"at ;eser Noina ( VP- ) Di ?BK ( !N8 24 'as. 23.5.3.1 ) Notas! R#s Has!l Sat. c (/75 A 1/25 A 0" A '(/5 1)(6.25( &N

Kontro VPSarat c C  -

&ontrol 1)(6.25(

C

&es!#$lan  &arena c C  -/ #aka H;& $ada Ekster!or s$an t!dak $erl d!,er! sen"kan"

>REF4

&eteran"an >REF4

hk Âhk < a Âhk ^ < a  hk a < hk - 2A d=ds  = 12 d, 

e&ol e;al.

Ket.

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