sambungan baja.xls

(1)

M

Mrr. . EErrddiin n OOddaanngg EE22..1 1 oof f 4477 OOkkeeyy''s s FFooood d CCoouurrt t HHootteel l PPrroojjeecctt

E.2 PL

E.2 PLA

AT DAN

T DAN JUMLAH ALA

JUMLAH ALAT SAMBUNG

T SAMBUNG

Kontrol Profil Kontrol Profil Data-data Data-data P P 18,29718,297 kkgg BBjj. . 3333//3377//4411//4444//5500////552 2 ?? 3737 diameter alat sambung (d)

diameter alat sambung (d) 11 ccmm 110000

F(cm2) =

F(cm2) = 9.49.4 > > 5.71788575 5.71788575 cm2 cm2 (Ok)(Ok) !

!""eerrlluu ## 11$$22%%77..22334444 ## 1111..443355777722 ccmm2 2 ((uunnttuuk k 2 2 ""eennaamm""aanng g ""rr&&''iill)) 100

100 !

! ""eerrllu u uunnttuuk k 1 1 ""rr&&''iill ## 1111..443355777722 2 2 #

# 55..7722 ccmm22 !

! nneetttt& & ""rr&&''iill ## %%..4 4   2 2   00..7 7   11 #

# $$..0000 ccmm2 2 * * 55..772 2 ccmm2 2 ((++mmaann))

Perhitungan Plat

Perhitungan Plat PenyambuPenyambungng Data-data

Data-data P

P 18,29718,297 kkgg BBjj. . 3333//3377//4411//4444//5500////552 2 ?? 3737 diameter alat sambung (d)

diameter alat sambung (d) 11 ccmm 110000

T

Teebbaal l PPllaat t PPeennyyaammbbuunngg LL((ccmm) ) == 50.0050.00 !

!""eerrlluu ## 11$$22%%77..22334444 ## 1111..4433 ccmm2 2 ((uunnttuuk k 2 2 ""eennaamm""aanng g ""rr&&''iill)) 100 100 δ δ ## 1111..4433 ( 501 ) ( 501 ) # # 00..223 c3 cm m , , 00..330 c0 cmm Perhitungan baut Perhitungan baut Data-data Data-data P P 18,29718,297 kkgg BBjj. . 3333//3377//4411//4444//5500////552 2 ?? 3737 1.00 1.00 ccmm 110000

diameter alat sambung (d)

diameter alat sambung (d) 1.6 cm1.6 cm

# # 11..5 5   110000 ## 22440000 kkgg//ccmm22 # # 00..55$ $   110000 ## %%22$$ kkgg//ccmm22 # # 00..7 7   110000 ## 11112200 kkgg//ccmm22 umla! baut umla! baut --ggs s ## 2200..225533..114411..22%%22$$ ## 33773300 kkgg --tt" " ## 11..    1 1   22440000 ## 3$3$4400 kkgg --mmaa  ## 33$$4400 kkgg n n ## 11$$22%%77..22334444 ## 5..%5% bbuuaa  ,,,,,,  bbuuaa 3$40 3$40 σ σ (ijin)(ijin) D"c#ba P$#%"l D"c#ba P$#%"l L70.70.7 L70.70.7 σ σ (ijin)(ijin)

tebal "lat sambung

tebal "lat sambung(δ) (δ) σσ (ijin)(ijin)

 &ambungan "$"&&ambungan "$"& ganda ganda σ

σ (t")(t") ττ (baut)(baut) σ σ (t)(t)

(2)

HAL B-1 of 47

HAL B-1 of 47 OPTIMALISASI KEBUN-KEBUN BENIH DI OPTIMALISASI KEBUN-KEBUN BENIH DI BBI HORTIKULTURBBI HORTIKULTURA SE - A SE - JAWA TIMURJAWA TIMUR ALCO - TS/02/22/2

ALCO - TS/02/22/201707:00:301707:00:3

PEN!"#$ %#&!N &!#'

(a)ar*(a)ar Peraturan Peren+anaan (a)ar*(a)ar Peraturan Peren+anaan

embaga

embaga Penelidikan Penelidikan asala asala Bangunan Bangunan Bandung Bandung 1%$41%$4 Penerbit

Penerbit +nsi +nsi &gakarta &gakarta 1%%%1%%%

Pengaruh Penematan %ubang 'erha-a %ua) Netto Pengaruh Penematan %ubang 'erha-a %ua) Netto enurut PPBB

enurut PPBB "asal 3.3.1 "asal 3.3.1 66

 8egangan ratarata "ada batang tarik dida"at dari gaa tarik ang bekerja dibagi dengan  8egangan ratarata "ada batang tarik dida"at dari gaa tarik ang bekerja dibagi dengan luas "enam"ang bersi. 8egangan tersebut arus tidak b&le lebi besar dari tegangan luas "enam"ang bersi. 8egangan tersebut arus tidak b&le lebi besar dari tegangan

Kontrol 'egangan ambungan &aut Kontrol 'egangan ambungan &aut a.

a. Data-data 1Data-data 1

 &kasi 9esa :incang ;etan :

 &kasi 9esa :incang ;etan : ec <i=an adiunec <i=an adiun  8"e :udakuda + (>e)

 8"e :udakuda + (>e)  -ilai 9 -  diambil dari asil

 -ilai 9 -  diambil dari asil "eritungan s&'t=are"eritungan s&'t=are @+P2000 -&ninier Aersi %.0.3 @+P2000 -&ninier Aersi %.0.3   ## 932.00932.00 kgmkgm 9 9 ## 1711.531711.53 kgkg -- ## 2/3.162/3.16 kgkg α α ## 2020 derajatderajat 9i"akai 91% 9i"akai 91% '#ment ne$&"a '#ment ne$&"a

  diitung dari te"i "lat   diitung dari te"i "lat diameter alat sambung (d)

diameter alat sambung (d) 1.91.9 cmcm ! ! !!22 1 1 1.11.1 ccmm 11..2211 ccmm22 2 2 2./2./ ccmm 55..77 ccmm22 3 3 /.3/.3 ccmm 11$$..44%% ccmm22 4 4 /.3/.3 ccmm 11$$..44%% ccmm22 5 5 /.3/.3 ccmm 11$$..44%% ccmm22   5.35.3 ccmm 22$$..00%% ccmm22 t&t # t&t # 2121.7.7 cm cm + + # # %0%0.5.533 cm2cm2 ! ! ## 11//4 4   33..114 4   11..%%22 ## 22..$$33 ccmm22 T

Tegangan ta$"k ma* untuk &atu egangan ta$"k ma* untuk &atu baut baut -- ## %%3322000 0   5..353 ## 227722$$..11 kkgg 2  %0.53 2  %0.53 σ σ ## 227722$$ ## %%22..770 k0 kgg//ccmm2  2  00..775 5   11000 0 # # 1122000 0 kkgg//ccmm22 2.$3 2.$3   K K  (PP++ ,a&al(PP++ ,a&al

k"bat gaya l"ntang dan gaya n#$mal k"bat gaya l"ntang dan gaya n#$mal

-- ## 224433..11 kkgg 2200

 Pe$atu$an Pe$encanaan +angunan +a/a nd#ne&"a (PP++)Pe$atu$an Pe$encanaan +angunan +a/a nd#ne&"a (PP++)  Penerbit aasan Penerbit aasan  r. Cengt&eng

 r. Cengt&eng 0#n&t$uk&" +a/a0#n&t$uk&" +a/a PP Dniersitas :risten PE8>+ @urabaa PP Dniersitas :risten PE8>+ @urabaa  8egu @ant&s&

 8egu @ant&s& atatan 0ul"a!atatan 0ul"a! Dniersitas -egeri alang alang 1%%21%%$ Dniersitas -egeri alang alang 1%%21%%$ 

 8e8egu gu @ant&s& @ant&s& @Pd@Pd Pe$!"tungan t$uktu$ OPT'L 03+4-03+4 +36Pe$!"tungan t$uktu$ OPT'L 03+4-03+4 +36 D ++ 6OT04LT4 3 -  T'4 De&a ebeen 0ec ab#an 0ab am,ang D ++ 6OT04LT4 3 -  T'4 De&a ebeen 0ec ab#an 0ab am,ang  9esa

9esa :incang :incang ;etan ;etan :ec :ec <i=an <i=an :ab :ab adiun 9esa adiun 9esa eb& eb& :ec :ec Pudj&n Pudj&n :ab :ab alangalang @urabaa

@urabaa !ebruari !ebruari 200$200$

dasar untuk "enam"ang tidak berlubang dan

dasar untuk "enam"ang tidak berlubang dan t"dak b#le! leb"! be&a$ da$" 9:75 kal"t"dak b#le! leb"! be&a$ da$" 9:75 kal" tegangan da&a

tegangan da&ar untuk "enam"ang berlubang.r untuk "enam"ang berlubang.

α α ##

-&.

-&. 9&c 9&c 6 6 @8>B</8@/04@8>B</8@/04

>e 6

>e 6 <udul 9&kument

<udul 9&kument :&ntr&l tegangan tarik baut:&ntr&l tegangan tarik baut

"engurangan "engurangan tegangan karena tegangan karena adana lubang baut adana lubang baut

(3)

HAL B-1 of 47

ALCO - TS/02/22/201707:00:301707:00:3

PEN!"#$ %#&!N &!#'

(a)ar*(a)ar Peraturan Peren+anaan (a)ar*(a)ar Peraturan Peren+anaan

embaga

embaga Penelidikan Penelidikan asala asala Bangunan Bangunan Bandung Bandung 1%$41%$4 Penerbit

Penerbit +nsi +nsi &gakarta &gakarta 1%%%1%%%

Pengaruh Penematan %ubang 'erha-a %ua) Netto Pengaruh Penematan %ubang 'erha-a %ua) Netto enurut PPBB

enurut PPBB "asal 3.3.1 "asal 3.3.1 66

 8egangan ratarata "ada batang tarik dida"at dari gaa tarik ang bekerja dibagi dengan  8egangan ratarata "ada batang tarik dida"at dari gaa tarik ang bekerja dibagi dengan luas "enam"ang bersi. 8egangan tersebut arus tidak b&le lebi besar dari tegangan luas "enam"ang bersi. 8egangan tersebut arus tidak b&le lebi besar dari tegangan

Kontrol 'egangan ambungan &aut Kontrol 'egangan ambungan &aut a.

a. Data-data 1Data-data 1

 &kasi 9esa :incang ;etan :

 &kasi 9esa :incang ;etan : ec <i=an adiunec <i=an adiun  8"e :udakuda + (>e)

 8"e :udakuda + (>e)  -ilai 9 -  diambil dari asil

 -ilai 9 -  diambil dari asil "eritungan s&'t=are"eritungan s&'t=are @+P2000 -&ninier Aersi %.0.3 @+P2000 -&ninier Aersi %.0.3   ## 932.00932.00 kgmkgm 9 9 ## 1711.531711.53 kgkg -- ## 2/3.162/3.16 kgkg α α ## 2020 derajatderajat 9i"akai 91% 9i"akai 91% '#ment ne$&"a '#ment ne$&"a

diameter alat sambung (d) 1.91.9 cmcm ! ! !!22 1 1 1.11.1 ccmm 11..2211 ccmm22 2 2 2./2./ ccmm 55..77 ccmm22 3 3 /.3/.3 ccmm 11$$..44%% ccmm22 4 4 /.3/.3 ccmm 11$$..44%% ccmm22 5 5 /.3/.3 ccmm 11$$..44%% ccmm22   5.35.3 ccmm 22$$..00%% ccmm22 t&t # t&t # 2121.7.7 cm cm + + # # %0%0.5.533 cm2cm2 ! ! ## 11//4 4   33..114 4   11..%%22 ## 22..$$33 ccmm22 T

Tegangan ta$"k ma* untuk &atu egangan ta$"k ma* untuk &atu baut baut -- ## %%3322000 0   5..353 ## 227722$$..11 kkgg 2  %0.53 2  %0.53 σ σ ## 227722$$ ## %%22..770 k0 kgg//ccmm2  2  00..775 5   11000 0 # # 1122000 0 kkgg//ccmm22 2.$3 2.$3   K K  (PP++ ,a&al(PP++ ,a&al

-- ## 224433..11 kkgg 2200

 Pe$atu$an Pe$encanaan +angunan +a/a nd#ne&"a (PP++)Pe$atu$an Pe$encanaan +angunan +a/a nd#ne&"a (PP++)  Penerbit aasan Penerbit aasan  r. Cengt&eng

 r. Cengt&eng 0#n&t$uk&" +a/a0#n&t$uk&" +a/a PP Dniersitas :risten PE8>+ @urabaa PP Dniersitas :risten PE8>+ @urabaa  8egu @ant&s&

 8egu @ant&s& atatan 0ul"a!atatan 0ul"a! Dniersitas -egeri alang alang 1%%21%%$ Dniersitas -egeri alang alang 1%%21%%$ 

 8e8egu gu @ant&s& @ant&s& @Pd@Pd Pe$!"tungan t$uktu$ OPT'L 03+4-03+4 +36Pe$!"tungan t$uktu$ OPT'L 03+4-03+4 +36 D ++ 6OT04LT4 3 -  T'4 De&a ebeen 0ec ab#an 0ab am,ang D ++ 6OT04LT4 3 -  T'4 De&a ebeen 0ec ab#an 0ab am,ang  9esa

9esa :incang :incang ;etan ;etan :ec :ec <i=an <i=an :ab :ab adiun 9esa adiun 9esa eb& eb& :ec :ec Pudj&n Pudj&n :ab :ab alangalang @urabaa

@urabaa !ebruari !ebruari 200$200$

dasar untuk "enam"ang tidak berlubang dan

dasar untuk "enam"ang tidak berlubang dan t"dak b#le! leb"! be&a$ da$" 9:75 kal"t"dak b#le! leb"! be&a$ da$" 9:75 kal" tegangan da&a

tegangan da&ar untuk "enam"ang berlubang.r untuk "enam"ang berlubang.

α α ##

-&.

-&. 9&c 9&c 6 6 @8>B</8@/04@8>B</8@/04

>e 6

"engurangan "engurangan tegangan karena tegangan karena adana lubang baut adana lubang baut

(4)

HAL B-2 of 47

ALCO - TS/02/22/201707:00:301707:00:3

-&.

-&. 9&c 9&c 6 6 @8>B</8@/04@8>B</8@/04

>e 6

F

F ## 11771111..5533 kkgg 9

9 ## 11771111..553 3   cc&&s s 220 0 G G 224433..11  ssiin n 2200 # # 11%%11..44$$ kkgg ττ ## 99 jml baut  jml baut  !! # # 11%%11..44$$ ## 44%%..7744 kkgg//ccmm22 12  2.$3 12  2.$3 Tegangan d""l Tegangan d""l # # 110000 kkgg//ccmm22 (PP++ Tabel 1)(PP++ Tabel 1) # # (PP++ ,a&al 8.2.1)(PP++ ,a&al 8.2.1) # # sHsHrtrt(%(%22.7.7002 G 2 G 1.1.5 5  4 4%.%.747422)) # # %%44..7711 kkgg//ccmm2  2  11000 0 kkgg//ccmm22 KK b. b. Data-data 2 Data-data 2

 &kasi 9esa eb& :ec Pudj&n :ab alang  &kasi 9esa eb& :ec Pudj&n :ab alang  8"e :udakuda B

 8"e :udakuda B

 -ilai 9 -  diambil dari asil

 -ilai 9 -  diambil dari asil "eritungan s&'t=are"eritungan s&'t=are @+P2000 -&ninier Aersi %.0.3 @+P2000 -&ninier Aersi %.0.3   ## 188.00188.00 kgmkgm 9 9 ## 715.32715.32 kgkg -- ## 239.99239.99 kgkg α α ## 1515 derajatderajat 9i"akai 91 9i"akai 91 '#ment ne$&"a '#ment ne$&"a

diameter alat sambung (d) 1.61.6 cmcm ! ! !!22 1 1 0.70.7 ccmm 00..44%% ccmm22 2 2 1.61.6 ccmm 22..55 ccmm22 3 3 2.62.6 ccmm ..77 ccmm22 4 4 3.83.8 ccmm 1144..4444 ccmm22 5 5 /.7/.7 ccmm 2222..00%% ccmm22   5.65.6 ccmm 3311..33 ccmm22  tt&&t t ## 11%% ccm m + + # # 7777..77 ccmm22 ! ! ## 11//4 4   33..114 4   11..22 ## 22..0011 ccmm22 T

Tegangan ta$"k ma* untuk &atu egangan ta$"k ma* untuk &atu baut baut -- ## 11$$$$000 0   5..5 ## 7777..44$$ kkgg 2  77.7 2  77.7 σ σ ## 7777 ## 333377..112 k2 kgg//ccmm2  2  00..775 5   11000 0 # # 1122000 0 kkgg//ccmm22 2.01 2.01   K K  (PP++ ,a&al(PP++ ,a&al

-- ## 2233%%..%%%% kkgg 1155

F

F ## 771155..3322 kkgg 9

9 ## 771155..332 2   cc&&s s 115 5 G G 2233%%..%%% % ssiin n 1155 # # 775533..00 kkgg ττ ## 99 jml baut  jml baut  !! # # 775533..00 ## 3311..2233 kkgg//ccmm22 σ σ (ijin)(ijin) σ σii σσ G 15 G 15 .. ττ α α ## "engurangan "engurangan tegangan karena tegangan karena adana lubang baut adana lubang baut

(5)

HAL B-3 of 47

ALCO - TS/02/22/201707:00:301707:00:3

-&.

-&. 9&c 9&c 6 6 @8>B</8@/04@8>B</8@/04

>e 6

12  2.01 12  2.01 Tegangan d""l Tegangan d""l # # 110000 kkgg//ccmm22 (PP++ Tabel 1)(PP++ Tabel 1) # # (PP++ ,a&al 8.2.1)(PP++ ,a&al 8.2.1) # # sHsHrtrt(3(33737.1.1222 G 2 G 1.1.5 5  3 31.1.232322)) # # 3333%%..3377 kkgg//ccmm2  2  11000 0 kkgg//ccmm22 KK +. +. Data-data 3Data-data 3

 &kasi 9esa eb& :ec Pudj&n :ab alang  &kasi 9esa eb& :ec Pudj&n :ab alang  8"e :udakuda B

 8"e :udakuda B

 -ilai 9 -  diambil dari asil

 -ilai 9 -  diambil dari asil "eritungan s&'t=are"eritungan s&'t=are @+P2000 -&ninier Aersi %.0.3 @+P2000 -&ninier Aersi %.0.3   ## 36.7736.77 kgmkgm 9 9 ## 181.73181.73 kgkg -- ## 130130 kgkg α α ## 1515 derajatderajat 9i"akai 91 9i"akai 91 '#ment ne$&"a '#ment ne$&"a

diameter alat sambung (d) 1.61.6 cmcm ! ! !!22 1 1 0.70.7 ccmm 00..44%% ccmm22 2 2 1.81.8 ccmm 33..2244 ccmm22 3 3 33 ccmm %% ccmm22 4 4 /.6/.6 ccmm 2211..11 ccmm22 5 5 5.55.5 ccmm 3300..2255 ccmm22  tt&&t t ## 1155.. ccm m + + # # 44..1144 ccmm22 ! ! ## 11//4 4   33..114 4   11..22 ## 22..0011 ccmm22 T

Tegangan ta$"k ma* untuk &atu egangan ta$"k ma* untuk &atu baut baut -- ## 33777 7   5..555 ## 115577..55 kkgg 2  4.14 2  4.14 σ σ ## 1155$$ ## 77$$..445 k5 kgg//ccmm2  2  00..775 5   11000 0 # # 1122000 0 kkgg//ccmm22 2.01 2.01   K K  (PP++ ,a&al(PP++ ,a&al

-- ## 113300..0000 kkgg 1155

F

F ## 11$$11..7733 kkgg 9

9 ## 11$$11..773 3   cc&&s s 115 5 G G 113300..000 0 ssiin n 1155 # # 2200%%..11$$ kkgg ττ ## 99 jml baut  jml baut  !! # # 2200%%..11$$ ## 1100..4411 kkgg//ccmm22 10  2.01 10  2.01 Tegangan d""l Tegangan d""l # # 110000 kkgg//ccmm22 (PP++ Tabel 1)(PP++ Tabel 1) # # (PP++ ,a&al 8.2.1)(PP++ ,a&al 8.2.1) # # sHsHrtrt(7(7$.$.45452 2 G 1G 1.5.5    1010.4.4112)2) # # 77%%..5522 kkgg//ccmm2  2  11000 0 kkgg//ccmm22 KK σ σ (ijin)(ijin) σ σii σσ G 15 G 15 ..ττ α α ## σ σ (ijin)(ijin) σ σii σσ G 15 G 15 .. ττ "engurangan "engurangan tegangan karena tegangan karena adana lubang baut adana lubang baut

(6)

HAL B-4 of 47 OPTIMALISASI KEBUN-KEBUN BENIH DI BBI HORTIKULTURA SE - JAWA TIMUR ALCO - TS/02/22/201707:00:3 ..1)

(7)

HAL B-! of 47 OPTIMALISASI KEBUN-KEBUN BENIH DI BBI HORTIKULTURA SE - JAWA TIMUR ALCO - TS/02/22/201707:00:3 ..1)

(8)

HAL B- of 47 OPTIMALISASI KEBUN-KEBUN BENIH DI BBI HORTIKULTURA SE - JAWA TIMUR ALCO - TS/02/22/201707:00:3 ..1)

(9)

+F  E.7 &' 47

E. KONSOL WF I 150.75.5,7 ( L = 1.15 M)

Data-data Kesimpulan :

 <arak kudakuda ma # 300 cm  8egangan ( OK )

 Bentang k&ns&l (s) # 115 cm :P (OK)

 Berat "enutu" ata" # 75 kg/m2  Ieser ( OK )

Beratangin # 30 kg/m2  i"at ( OK )

 :emiringan kudakuda # 30 derajat

 9irencanakan g&rding .150.65.20.3,2 g # 7.51 kg/mJ  9irencanakan k&ns&l 4  150.75.5,7 ; 88.8 cm3  15 cm ; 13.2 cm3 b 7.5 cm  666 cm4 ts 0.7 cm  /9.5 cm4 tb 0.5 cm + 17.85 cm2 g 1/ kg/mJ Pembebanan Bs.:&ns&l # 14 kg/mJ  Bs. I&rding # (5  7.51  3)/.7 # 1.$1 kg/mJ  Bs. +ta" # 75  3 # 225 kg/mJ  Bs. Crang # (5  100)/.7 # 74.3 kg/mJ  Bs. Pla'&ndG"enggantung # 1$  3 # 54 kg/mJ 3$4.44 kg/mJ lainlain 10K 3$.44 kg/mJ H t&tal 422.$$ kg/mJ '#ment H # 422.$$ kg/mJ α = 30 s # 1.15 m + # 1/2  422.$$  1.0  1.15 # 243.1 kgm A+ # 422.$$  1.15 # 4$.32 kg -+ # 4$.32  sin 30 # 243.1 kg 9+ # 4$.32  c&s 30 # 421.1 kg k"bat ang"n 30 kg/m2 kd # 3 m s # 1.15 m =t # 0.2303 # 1$ kg/mJ - # 1/2  1$  1.152 # 11.%0 kgmJ 9 # 1$1.15 # 20.7 kg 0#mb"na&" Pembebanan ma # 243.1 G 11.%0 # 255.0 kgm -ma # # 243.1 kg 9ma # 421.1 G 20.70 # 441.$ kg 0#nt$#l Tegangan ; # $$.$ cm3 Bj. 33/37/41/44/50//52 ? 37 + # 17.$5 cm3 100 kg/cm2 - # 243 kgcm  # 2550 kgcm

E.1. Perhitungan (imen)i Kon)ol

(10)

+F  E.$ &' 47 σ # 243 / 17.$5 G 2550 / $$.$ # 300.$5 kg/cm2  100kg/cm2  K  0#nt$#l tab"l"ta& 0P  15 cm b 7.5 cm tb 0.5 cm ts 0.7 cm s 115 cm  /9.5 cm4 !e 310/30/430/510 ? 360 100 kg/cm2 150 # 30.00 # 75 5 1150 # 7.7  1.2575 # 13.3% berubah bentu 150 7

Bal&k beruba bentuk (:P)

 15 cm b 7.5 cm tb 0.5 cm ts 0.7 cm s 115 cm  /9.5 cm4 !e 310/30/430/510 ? 360 100 kg/cm2 +J # (15  0.7) G (1/  13.  0.5) # 11.3 cm2 i # sHrt(0.5  4%.5/11.3) # 1.45% # 115 # 7$.$4 ###* 1.5%% 1.45% # 100 # 1000.3 kg/cm2 1.5%% Bal&k tidak beruba bentuk (:P)  Badan bal&k diberi "engkau sam"ing * tati) tertentu  2/.8 cm b 12./ cm tb 0.5 cm ts 0.8 cm s 6/0 cm  /9.5 cm4 !e 310/30/430/510 ? 360 100 kg/cm2 L1 # 4024.$ # 100 12.4  0.$ L2 # 0.3  2100000 # $2.$$ 100 1600 = 2!0 # 100 kg/cm2 2!0  1600  "26."" # 100  ((100  250) / ($2.$75  250)  0.3  100 # 47.71 kg/cm2 1600 # "26."" # $2.$$  0.7  100 # 57$.$1 k g/cm2 100 σ (ijin) σ (ijin) λ  ω  # σ ki" σ (ijin) σ ki" σ ki" σ ki"

(11)

+F  E.% &' 47

<adi

# 578.81 kg/cm2  100 kg/cm2 K

 Badan bal&k tidak diberi "engkau sam"ing

# 0.042  100  $2.$$  ( 0.5 / 24.$ )3  100

# 72$.5% kg/cm2 * 57$.$1 kg/cm2 K

Bal&k tidak beruba bentuk (:P)  Badan bal&k diberi "engkau sam"ing * tati) ta tertentu

 2/.8 cm b 12./ cm ki 1250 kgm tb 0.5 cm ts 0.8 cm ka 1325 kgm s 6/0 cm  0 cm4 je" 1122 kgm !e 310/30/430/510 ? 360 100 kg/cm2 L1 # 4024.$ # 100 12.4  0.$ L3 # 0.21(1G2.30)(3  2  2.30)  210000 # 40.2 100 β∗ # ( 1250 G 1325 ) # 2.30 2  1122 1600 = 2!0 # 100 kg/cm2 2!0  1600  640.26 # 100  ((100  250) / (40.2  250)  0.3  100 # 0.42 kg/cm2 1600 # 640.26 # 40.2  0.7  100 # 44$.1$ k g/cm2 100 <adi # ;;8.18 kg/cm2  100 kg/cm2 K

 Badan bal&k tidak diberi "engkau sam"ing

# 0.042  100  40.2  ( 0.5 / 24.$ )3  100 # 54.1 kg/cm2 * 44$.1$ kg/cm2 K 0#nt$#l <e&e$  15 cm b 7.5 cm tb 0.5 cm ts 0.7 cm s 115 cm  666 cm4 !e 310/30/430/510 ? 360 100 kg/cm2 # (7.5  0.7)M0.5  (150.7)N G (0.5  .$)  3.4 # 4%.10 cm3 9 # //1.86 kg τ # (441.$  4%.10) # 5.15 kg/cm2  0.5  100 # %2$ kg/cm2 0.5    K  0#nt$#l L",at σ ki" σ ki" σ (ijin) σ ki" σ ki" σ ki" σ ki" σ ki" σ (ijin) δ 

(12)

+F  E.10 &' 47 # 327 kg/cm2 b" # 3.75 cm # 1000.63 kg/cm2 t" # 0.7 cm 3.75 # 5.357  10  sHrt(327/1000.3) # 1$.07  K  0.7 Data-data  # 255.06 kgm 9i"akai 91 !e 310/30/430/510 ? 360 100 kg/cm2 '#ment ne$&"a

  diitung dari jarak alat sambung "ertama (0)

diameter alat sambung (d) 1.6 cm

! !2 1 25 cm 25 cm2 2 1/ cm 1% cm2 3 3 cm % cm2 t&t # 42 cm + # $30 cm2 ! # 1/4  3.14  1.2 # 2.01 cm2  # 2  2.01  $30 # 3335.%3 cm4

Tegangan ta$"k ma* untuk &atu baut

- # 2550  25 # 3$4.13 kg

2  $30

σ # 3$4 # 1%1.15 kg/cm2  0.7  100 # 1120 kg/cm2

2.01  K 

k"bat gaya l"ntang dan gaya n#$mal

- # 2/3.16 kg 30 F # //1.86 kg 9 # 441.$  c&s 30 G 243.1 sin 30 # 504.24 kg τ # 504.24 # 41.$2 kg/cm2   2.01 Tegangan d""l !e 310/30/430/510 ? 360 100 kg/cm2 # sHrt(1%1.152 G 1.5  41.$22) # 1%$.15 kg/cm2  100 kg/cm2 K Pe$!"tungan 0ekuatan La&

 8ebal "lat 0.6 cm  b 7.5 cm

 ts 0.7 cm   15 cm

 tb 0.5 cm α 30

8ebal las badan # 1/2  sHrt(2)  0.5 # 0.35 cm 8ebal las saab # 1/2  sHrt(2)  0.7 # 0.4% cm σ r

σ d

E.2. Perhitungan ambungan

σ (ijin)

α #

σ (ijin) σi

(13)

+F  E.11 &' 47 0.7 15.% 0.7 10 0.7 7.5 tat"& '#ment

las terada" las bagian ba=a

s2 # 2(3.50.4%)1.4 # 4.71 cm3 s3 # 2(%.30.35)5.$ # 3$.44 cm3 s4 # 2(3.50.4%)10.2 # 35.22 cm3 s5 # 2(3.50.4%)11.4 # 3%.3 cm3 s # 2(15.20.35)1$.7 # 201.2% cm3 s7 # 2(3.50.4%)2.3 # %0.%5 cm3 s$ # (7.50.4%)27.3 # 101.27 cm3 511.24 cm3 + # 3.71 G 3.4 G .5$ G 3.4 G 3.4 G 10.7 G 3.4 G 3.71 # 3$.2 cm2 b # 511.24/3$.2 # 13.24 cm a # 2$.02  13.24 # 14.7$ cm ne$&"a La& 1 # (1/12  7.5  0.4%3) G (3.71  12.%12) # 1$.51 cm4 2 # 2(1/12  3.5  0.4%3) G (3.4  11.$$2) # 4$$.$3 cm4 3 # 2(1/12  0.35  %.303) G (.5$  7.1%2) # 3$7.07 cm4 4 # 2(1/12  3.50  0.4%3) G (3.4  2.%12) # 2%.35 cm4 5 # 2(1/12  3.50  0.4%3) G (3.4  1.$$2) # 12.2$ cm4  # 2(1/12  0.35  15.223) G (10.7  5.332) # 513.%1 cm4 7 # 2(1/12  3.50  0.4%3) G (3.4  13.422) # 24.41 cm4 $ # (1/12  7.5  0.4%3) G (3.71  14.452) # 775.0 cm4  # 344%.%5 cm4 '#men Ta!anan  # 344%.%5 cm4 a # 14.7$ cm b # 13.24 cm ;b # 344%.%5 # 20.3 13.24 ;a # 344%.%5 # 233.3 14.7$ 0#nt$#l Tegangan  # 255 kgcm Bj. 33/37/41/44/50//52 ? 37 ; # 233.36 cm3 100 kg/cm2 P(-) # 2/3 kg ! # 38.62 cm2 9 # //2 kg σ (ijin) s7 s s7 s s5 s5 s4 s4 s3 s3 s2 _s2

(14)

+F  E.12 &' 47 # 255 / 233.3 # 1.0% kg/cm2 # 243 / 3$.2 # .30 kg/cm2 τ # 442 / 3$.2 # 11.44 kg/cm2 # .30 G 11.44 # 17.74 kg/cm2 # sHrt( 1.0%2 G 3  17.742 ) # 30.74 kg/cm2  100kg/cm2  K  σ a σ n σ b σ i

(15)

+F  L.13 &' 47  # 103999/ kgcm P # 718.98 kg d (baut) # 1.58 cm (tebal "lat) 1 cm O>E!

$ub. &alo ana -engan baa )iu a-alah )amb. ri) gan-a &aut ! Data-data

P 718.98 kg Bj. 33/37/41/44/50//52 ? 37

1.00 cm 100

# 1.5  100 # 2400 kg/cm2

# 0.5$  100 # %2$ kg/cm2

# 0.7  100 # 1120 kg/cm2

umla! alat &ambung

-gs # 20.253.141.5$2%2$ # 337 kg

-t" # 1.5$  1  2400 # 37%2 kg

-ma # 37%2 kg

n # 71$.%$ # 0.1$ bua,,, 2 bua

37%2

$ub. &alo in-u -engan baa )iu a-alah )amb. ri) tunggal &aut & Data-data

P 718.98 kg Bj. 33/37/41/44/50//52 ? 37

1.00 cm 100

# 1.5  100 # 2400 kg/cm2

# 0.5$  100 # %2$ kg/cm2

# 0.7  100 # 1120 kg/cm2

umla! alat &ambung

-gs # 10.253.141.5$2%2$ # 1$1% kg

-t" # 1.5$  1  2400 # 37%2 kg

-ma # 37%2 kg

n # 71$.%$ # 0.1$ bua,,, 2 bua

37%2

&aut b hanya menerima gaya lintang Data-data

P 718.98 kg Bj. 33/37/41/44/50//52 ? 37

1.00 cm 100

n 2 bua

# 1.5  100 # 2400 kg/cm2

# 71$.%$ # 17%.745 kg

C1. SAMBUNGAN BALOK ANAK DAN BALOK INDUK

.1. (ata*-ata

tebal "lat sambung(δ) σ (ijin)

 &ambungan "$"& ganda σ (t")

τ (baut) σ (t)

tebal "lat sambung (δ) σ (ijin)

 &ambungan "$"& tunggal σ (t")

τ (baut) σ (t)

tebal "lat sambung (δ) σ (ijin)

 &ambungan "$"& tunggal

σ (t")

(16)

+F  L.14 &' 47 2  2 # 17%.75 # 113.$ kg/cm2  2400  K  1  1.5$ # 17%.75 # %1.72 kg/cm2 0.253.141.5$21

&aut a hanya menerima gaya moment enuh Data-data -&. Q  Q2 2 σ (t) σ (t)

(17)

de&"gn #n&ultant +eban Te$,u&at ta, Peke$/aan t$uctu$e

e$&"#n 92222917: 97?99?@ De&"gn by Tegu! ant#&# Pd

&E&!N 'E"P#!' !'!P

Nama Proye  :::::::::::::::: ;eni) Kegiatan  ::::::::::::::::::

Beban

&rang

(kg)

100 Beban

mati

(kg)

50 <arak

kudakuda

(m)

3 <arak

antar

g&rding

(m)

1.%

@udut

kudakuda

(derajat)

3$

8ekanan

angin

(kg/m2)

73 +eban mat"

Ptenga # (&rangGmati).@kudakuda.@g&rding

$55

P"inggir

#

Ptenga/2

427.5 +eban ang"n

derajat#5 # (002.sudut04).@kudakuda.@g&rding.8angin

14%.7%

5#derajat#%0 # ( 0%).@kudakuda.@g&rding.8angin

374.4%

Pangintekan

14%.7%

tt#Panginkiri.sin(derajat)

%2.2233

tt#Panginkiri.c&s(derajat)

11$.040%

Pangintarik#04.@kudakuda.@g&rding.8angin

1.44

t#Panginkiri.sin(derajat)

102.4707

t#Panginkiri.c&s(derajat)

131.155

T"t"k k#$d"nat beban te$,u&at $angka ata,

beban mati %<1

Psendiri "inggir # P"inggir

0 

*/27.5

Psendiri tenga # Ptenga

0 

855 Psendiri "inggir # P"inggir

0 

*/27.5

beban angin %<2

Pangin tekan tum"uan () # (tt/2  tt/2)

/6.11181 

*59.020/29/

Pangin tekan tenga (  ) # (tttt)

92.22363 

*118.0/0859

Pangin ujung () # (tGtt  tGtt)

19/.69/3 

13.11565098

Pangin tarik tenga (  ) # (tt)

102./707 ,

131.1565098

Pangin tarik tum"uan () # (t/2  t/2)

51.23535 ,

65.57825/92

(18)

de&"gn #n&ultant +eban Te$,u&at ta, Peke$/aan t$uctu$e

e$&"#n 92222917: 97?99?@ De&"gn by Tegu! ant#&# Pd

(19)

as +nak 8angga Page 1 &' 2

Lamer&nRLdesignS2001

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(20)

as +nak 8angga Page 1 &' 2

Lamer&nRLdesignS2001

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(21)

Mr. Erdin Odang onsol ! C2.1" of 47 Okey's Food Cout #nd Hotel Project

C.2 KONSOL WF 75.150.5.7

Data-data

9irencanakan memakai :&ns&l 4 75.150.5.7

 # 15 cm <arakkuda2ma # 3 meter

b # 7.5 cm Bentang kudakuda # .7 meter tb # 0.5 cm Berat "enutu" ata" # 75 kg/m2 ts # 0.7 cm :emiringan ata" # 20 derajat

; # $$.$ cm3 $%ding

+ # 17.$5 cm2 <arak g&rding # 1. meter  #  cm4 Beratg&rding # 7.5 kg/mJ  # 4%.5 cm4 Berat"la'&nd # 1$ kg/m2

I # 14 kg/mJ

&em+e+anan

 Berat sendiri k&ns&l 14 kg/mJ n # .7 G 1 Beratsendirig&rding c&s201.

M5(7.5)3N/.7 # 1.7%1 kg/mJ n # 5 bua  Berat ata" 753 # 225 kg/mJ

 Berat muatan idu"

(5100)/.7 74.27 kg/mJ  Berat "la'&nd G "enggantung

31$ 54 kg/mJ 3$4.42 kg/mJ ainlain 10K 3$.442

422.$ kg/mJ

 Bal&k 8um"uan je"itje"it

P # 0.00 kg 1 ma* () H # 422.$ kg/mJ induk # .7 m anak # 3 m la" # (0.041422.%.72) # 77$.27 kgm tum" # (0.0$3422.%.72) # 1575.52 kgm 9 # (1/2422.$.7) # 141.5$ kg tatia 9ari asil @+P 2000 9 # //1.87 kg - # 2/3.16 kg tum # 255.06 kgm la" # 255.06 kgm ' # 1.02/ cm

.2.3 Kontrol &alo -iaai 4 150.75.5.7

Data-data Kesimpulan (iaai 4 150.75.5.7 8egangan K  # 15 cm endutan melen-ut b # 7.5 cm Ieser  K  tb # 0.5 cm i"atbal&k  K  ts # 0.7 cm :P K ; # $$.$ cm3 + # 17.$5 cm2  #  cm4 .2.1 Pembebanan .2.2 tatia

(22)

Mr. Erdin Odang onsol ! C2.2$ of 47 Okey's Food Cout #nd Hotel Project  # 4%.5 cm4 0#nt$#l Tegangan ; # $$.$ cm3 Bj. 33/37/41/44/50//52 ? 37 + # 17.$5 cm3 100 kg/cm2 P # 243 kgcm  # 2550 kgcm σ # 243 / 17.$5 G 2550 / $$.$ # 300.$5 kg/cm2  100kg/cm2 K 0#nt$#l Lendutan  # 70 cm  #  cm4 'ijin # 1/3070 # 1.$ cm H # 422.$ kg/mJ ' # 5  422$  704 3$4  2100000   # 7.%33004$$7 # 7.%33 cm * 1.$ cm melen-ut 0#nt$#l <e&e$  15 cm b 7.5 cm tb 0.5 cm ts 0.7 cm s 670 cm  666 cm4 !e 310/30/430/510 ? 360 100 kg/cm2 # (7.5  0.7)M0.5  (150.7)N G (0.5  .$)  3.4 # 4%.10 cm3 9 # //1.87 kg τ # (441.$7  4%.10) # 5.15 kg/cm2  0.5  100 # %2$ kg/cm2 0.5    K  0#nt$#l L",at # 327 kg/cm2 b"# 7.5 cm # 300.85 kg/cm2 t"# 0.7 cm 7.5 # 10.714  10  sHrt( 327 / 300.$5 ) # 32.%5  K  0.7 0#nt$#l tab"l"ta& 0P  15 cm b 7.5 cm tb 0.5 cm ts 0.7 cm s 670 cm  666 cm4 !e 310/30/430/510 ? 360 100 kg/cm2 150 # 30.00 # 75 5 700 # 44.7 *# 1.2575 # 13.3% ti-a berubah 150 7

 Badan bal&k diberi "engkau sam"ing * tati) tertentu  15 cm b 7.5 cm ki 255.06 kgm tb 0.5 cm ts 0.7 cm ka 255.06 kgm s 670 cm  /9.5 cm4 je" 255.06 kgm !e 310/30/430/510 ? 360 E 2100000 kg/cm2 100 kg/cm2 σ (ijin) σ (ijin) δ  σ r σ d σ (ijin)

al$ tida +e%u+a/ +entu (K&) ---# ,tatis te%tentu

(23)

Mr. Erdin Odang onsol ! C2.21 of 47 Okey's Food Cout #nd Hotel Project L1 # 70  15 # 1%14.2$57142$57 7.5  0.7 L2 # 0.3  (2100000) # $2.$$ 100 1914.29 = 2!0 # 100 kg/cm2 2!0  1914  "26."" # 100  ((1%14.2%  250) / ($2.$$  250)  0.3  100 # 215.20 kg/cm2 1914.29 # "26."" # $2.$$  0.7  100 # 4$3.7$ kg/cm2 1%14.2$57142$57 <adi # ;8.78 kg/cm2  100 kg/cm2 K  # 25506.00 kgcm P # //1.87 kg 9i"akai 10 91

Pe$!"tungan 0ekuatan La&

 8ebal "lat 1 cm  b 15 cm

 ts 1.3 cm   30 cm

 tb 0.9 cm α 20

8ebal las badan # 1/2  sHrt(2)  0.% # 0.4 cm 8ebal las saab # 1/2  sHrt(2)  1.3 # 0.%2 cm

1.3

2%.3

1.3

15

'#ment ne$&"a

 2  0.%2  15  1.%12 # 7$$$.27 cm4  4  0.%2  5.7$  13.0%2 # 33$.30 cm4  2  0.4  25.53 6 12 # 1771.4$02%%7% cm4  # 132%$.05 cm4 Lua& Penam,ang La&

20.%215 # 27.5$ cm2 40.%25.7$ # 21.24 cm2 20.425.5 # 32.53 cm2 ! # $1.35 cm2 '#ment Ta!anan ; # 132%$.05 # $50.45 cm3 15.4 0#nt$#l Tegangan  # 25506 kgcm Bj. 33/37/41/44/50//52 ? 37 ; # 850./5 cm3 100 kg/cm2 σ ki" σ ki" σ ki" σ ki" .2./ ambungan σ (ijin) s5 s4 s4 s3 s3 s2 s1 s2

(24)

Mr. Erdin Odang onsol ! C2.22 of 47 Okey's Food Cout #nd Hotel Project P # //2 kg ! # 81.35 cm2 # 2550 / $50.45 # 2%.%% kg/cm2 # 442 / $1.35 # 5.43 kg/cm2 # sHrt( 2%.%%2 G 3  5.432 ) # 31.43 kg/cm2  100kg/cm2  K 

Pe$!"tungan 0ekuatan +aut Data-data  # 255.06 kg/m  # 30 cm P # //1.87 kg 9 # 1.6 cm 9i"akai591 n # 5 s # (30  2  2  1.) '#ment ne$&"a (5  1)

  diitung dari jarak alat sambung "ertama (0) # 5.% cm diameter alat sambung (d) 1.6 cm

! !2 1 5.9 1 9.7 cm %4.0% cm2 2 23./ cm 547.5 cm2 3 36.9 cm 131. cm2 4 /8.2 cm 2323.2 cm2 5 58.1 cm 3375. cm2 t&t # 17.3 cm + # 7702.1 cm2 ! # 1/4  3.14  1.2 # 2.01 cm2  # 2  2.01  7702.11 # 30%5.320512 cm4 '#ment ta!anan ; # 30%5 # 532.$1 cm3 5$.1 9 (U) 7,056.3/ kg Bj. 33/37/41/44/50//52 ? 37 P (A) 0.00 kg 100 kg/cm2  255.06 kgm ; 532.81 cm3 D",aka" @ D1@ # 0.7100 # 1120 kg/cm2 # 0.100 # %0 kg/cm2 σ # 0.00 # 0.00 kg/cm2  1120 kg/cm2 (C:) 1/4  3.14  1.2   # 255.0  100 # 47.$7 kg/cm2 532.$1 τ # 705 # 2%2.1 kg/cm2 * %0 kg/cm2 (C:) 2  1/4  3.14  1.2   Tegangan d""l # sHrt(47.$72 G 3  2%2.12) # 50%.07 kg/cm2  100 kg/cm2 (C:) σ m τ m σ i

0#nt$#l tegangan &ambungan +aut

σ (ijin)

σa τ (ijin)

σm

(25)

HAL. B-1 of 47 DESA KINCAN" WETAN KEC JIWAN KAB MADIUN_{ALCO - TS/02/22/201707:00:3} TABLE: Element Forces - Frames

Frame Loc Comb P V2 V3 T M2 M3

(26)

Mr. Erdin Odang uda!kuda ! C(.2 of 47 Okey's Food Cout #nd Hotel Project

C.

KUDA!KUDA WF 75.150.5.7

Data-data

9irencanakan memakai :&ns&l 4 75.150.5.7

 # 15 cm <arakkuda2ma # 3 meter

b # 7.5 cm Bentang kudakuda # .7 meter tb # 0.5 cm Berat "enutu" ata" # 75 kg/m2 ts # 0.7 cm :emiringan ata" # 20 derajat

; # $$.$ cm3 $%ding

+ # 17.$5 cm2 <arak g&rding # 1. meter  #  cm4 Beratg&rding # 7.5 kg/mJ  # 4%.5 cm4 Berat"la'&nd # 1$ kg/m2

I # 14 kg/mJ

&em+e+anan

 Berat sendiri k&ns&l 14 kg/mJ n # .7 G 1 Beratsendirig&rding c&s201.

M5(7.5)3N/.7 # 1.7%1 kg/mJ n # 5 bua  Berat ata" 753 # 225 kg/mJ

(5100)/.7 74.27 kg/mJ  Berat "la'&nd G "enggantung

31$ 54 kg/mJ 3$4.42 kg/mJ ainlain 10K 3$.442

422.$ kg/mJ

 Bal&k 8um"uan je"itje"it

P # 0.00 kg 1 ma* () H # 422.$ kg/mJ induk # .7 m anak # 3 m la" # (0.041422.%.72) # 77$.27 kgm tum" # (0.0$3422.%.72) # 1575.52 kgm 9 # (1/2422.$.7) # 141.5$ kg tatia 9ari asil @+P 2000 9 # //1.87 kg - # 2/3.16 kg tum # 255.06 kgm la" # 255.06 kgm ' # 1.02/ cm

.3.3 Kontrol &alo -iaai 4 150.75.5.7

Data-data Kesimpulan (iaai 4 150.75.5.7 8egangan K  # 15 cm endutan melen-ut b # 7.5 cm Ieser  K  tb # 0.5 cm i"atbal&k  K  ts # 0.7 cm :P K ; # $$.$ cm3 + # 17.$5 cm2  #  cm4 .3.1 Pembebanan .3.2 tatia

(27)

Mr. Erdin Odang uda!kuda ! C(.( of 47 Okey's Food Cout #nd Hotel Project  # 4%.5 cm4 0#nt$#l Tegangan ; # $$.$ cm3 Bj. 33/37/41/44/50//52 ? 37 + # 17.$5 cm3 100 kg/cm2 P # 243 kgcm  # 2550 kgcm σ # 243 / 17.$5 G 2550 / $$.$ # 300.$5 kg/cm2  100kg/cm2 K 0#nt$#l Lendutan  # 70 cm  #  cm4 'ijin # 1/3070 # 1.$ cm H # 422.$ kg/mJ ' # 5  422$  704 3$4  2100000   # 7.%33004$$7 # 7.%33 cm * 1.$ cm melen-ut 0#nt$#l <e&e$  15 cm b 7.5 cm tb 0.5 cm ts 0.7 cm s 670 cm  666 cm4 !e 310/30/430/510 ? 360 100 kg/cm2 # (7.5  0.7)M0.5  (150.7)N G (0.5  .$)  3.4 # 4%.10 cm3 9 # //1.87 kg τ # (441.$7  4%.10) # 5.15 kg/cm2  0.5  100 # %2$ kg/cm2 0.5    K  0#nt$#l L",at # 327 kg/cm2 b"# 7.5 cm # 300.85 kg/cm2 t"# 0.7 cm 7.5 # 10.714  10  sHrt( 327 / 300.$5 ) # 32.%5  K  0.7 0#nt$#l tab"l"ta& 0P  15 cm b 7.5 cm tb 0.5 cm ts 0.7 cm s 670 cm  666 cm4 !e 310/30/430/510 ? 360 100 kg/cm2 150 # 30.00 # 75 5 700 # 44.7 *# 1.2575 # 13.3% ti-a berubah 150 7

 Badan bal&k diberi "engkau sam"ing * tati) tertentu  15 cm b 7.5 cm ki 255.06 kgm tb 0.5 cm ts 0.7 cm ka 255.06 kgm s 670 cm  /9.5 cm4 je" 255.06 kgm !e 310/30/430/510 ? 360 E 2100000 kg/cm2 100 kg/cm2 σ (ijin) σ (ijin) δ  σ r σ d σ (ijin)

(28)

Mr. Erdin Odang uda!kuda ! C(.4 of 47 Okey's Food Cout #nd Hotel Project L1 # 70  15 # 1%14.2$57142$57 7.5  0.7 L2 # 0.3  (2100000) # $2.$$ 100 1914.29 = 2!0 # 100 kg/cm2 2!0  1914  "26."" # 100  ((1%14.2%  250) / ($2.$$  250)  0.3  100 # 215.20 kg/cm2 1914.29 # "26."" # $2.$$  0.7  100 # 4$3.7$ kg/cm2 1%14.2$57142$57 <adi # ;8.78 kg/cm2  100 kg/cm2 K  # 25506.00 kgcm P # //1.87 kg 9i"akai 10 91

 ts 1.3 cm   30 cm

 tb 0.9 cm α 20

1.3

2%.3

1.3

15

'#ment ne$&"a

20.%215 # 27.5$ cm2 40.%25.7$ # 21.24 cm2 20.425.5 # 32.53 cm2 ! # $1.35 cm2 '#ment Ta!anan ; # 132%$.05 # $50.45 cm3 15.4 0#nt$#l Tegangan  # 25506 kgcm Bj. 33/37/41/44/50//52 ? 37 ; # 850./5 cm3 100 kg/cm2 σ ki" σ ki" σ ki" σ ki" .3./ ambungan σ (ijin) s5 s4 s4 s3 s3 s2 s1 s2

(29)

Mr. Erdin Odang uda!kuda ! C(.) of 47 Okey's Food Cout #nd Hotel Project P # //2 kg ! # 81.35 cm2 # 2550 / $50.45 # 2%.%% kg/cm2 # 442 / $1.35 # 5.43 kg/cm2 # sHrt( 2%.%%2 G 3  5.432 ) # 31.43 kg/cm2  100kg/cm2  K 

Pe$!"tungan 0ekuatan +aut Data-data  # 255.06 kg/m  # 30 cm P # //1.87 kg 9 # 1.6 cm 9i"akai591 n # 5 s # (30  2  2  1.) '#ment ne$&"a (5  1)

  diitung dari jarak alat sambung "ertama (0) # 5.% cm diameter alat sambung (d) 1.6 cm

! !2 1 5.9 1 9.7 cm %4.0% cm2 2 23./ cm 547.5 cm2 3 36.9 cm 131. cm2 4 /8.2 cm 2323.2 cm2 5 58.1 cm 3375. cm2 t&t # 17.3 cm + # 7702.1 cm2 ! # 1/4  3.14  1.2 # 2.01 cm2  # 2  2.01  7702.11 # 30%5.320512 cm4 '#ment ta!anan ; # 30%5 # 532.$1 cm3 5$.1 9 (U) 7,056.3/ kg Bj. 33/37/41/44/50//52 ? 37 P (A) 0.00 kg 100 kg/cm2  255.06 kgm ; 532.81 cm3 D",aka" @ D1@ # 0.7100 # 1120 kg/cm2 # 0.100 # %0 kg/cm2 σ # 0.00 # 0.00 kg/cm2  1120 kg/cm2 (C:) 1/4  3.14  1.2   # 255.0  100 # 47.$7 kg/cm2 532.$1 τ # 705 # 2%2.1 kg/cm2 * %0 kg/cm2 (C:) 2  1/4  3.14  1.2   Tegangan d""l # sHrt(47.$72 G 3  2%2.12) # 50%.07 kg/cm2  100 kg/cm2 (C:) σ m τ m σ i

σ (ijin)

σa τ (ijin)

σm

(30)

U+ +1

DESA KINCAN" WETAN KEC JIWAN KAB MADIUN SHADIN" NET ALCO - TS/02/22/201707:00:3

GO"DING (CNP 125 #= $$)

Perhitungan or-ing

Data-data

 <arak kudakuda ma # 500 cm  k&de(117) 12

 Bentang kudakuda # 600 cm  I&rding 1

 <arak I&rding # 190 cm

 Berat "enutu" ata" # 5 kg/m2

Beratangin # 25 kg/m2

 :emiringan kudakuda # 26 derajat

 9irencanakan I&rding NP 100 t<1.8 mm (P199.59.29.1:8) ; # 11.35 cm3 ; # 4.2%45 cm3  # 5$.32 cm4  # 13.4 cm4 + # 3.% cm2 g # 3.03 kg/mJ

Pen"n/auan ea$a! umbu A - A

1. Berat sendiri # 3.03  c&s 2 # 2.72 kg

1 # 1/$  2.72  52 # 8.59 kgm 2. Bs. +ta" # 1.%  5  c&s 2 # $.54 kgm 2 # 1/$  $.54  52 # 2@.@8 kgm 3. uatan +ngin ; # 0.02  2  0.4 # 0.12 ;1 # 0.12  1.%  25 # 5.7 kg/mJ 3 # 1/$  5.7  52 # 17.81 kgm ;2 #  0.4  1.%  25 # 1% kg/mJ 4 # 1/$  1%  52 # -5B.8 kgm 3. Beban Berguna ( P ) # 100 kg 5 # 1/4  c&s 2  100  5 # 112.5 kgm 4. :&mbinasi uatan 1 G 2 G 3 # 52.%% kgm 1 G 2 G 5 # 147.53 kgm

Pen"n/auan ea$a! umbu C - C

1. Berat sendiri # 3.03  sin 2 # 1.33 kg/mJ

1 # 1/$  1.33  52 # ;.1; kgm 2. Bs +ta" # 5  sin 2 # 2.1% kg/mJ 2 # 1/$  2.1%  52 # @.85 kgm 3. Beban Berguna ( P ) # 100 kg 5 # 1/4  sin 2  100  5 # 5;.89 kgm 4. :&mbinasi uatan 1 G 2 # 10.%% kgm 1 G 2 G 5 # 5.7% kgm 0#nt$#l Tegangan ; # 11.35 cm3 Bj. 33/37/41/44/50//52 ? 37 ; # 4.2%45 cm3 100 kg/cm2 H # H c&sα H # H sin α σ (ijin) -&. 9&c 6 @8>B</8@/01 >e 6

(31)

U+ +2

DESA KINCAN" WETAN KEC JIWAN KAB MADIUN SHADIN" NET ALCO - TS/02/22/201707:00:3  # 57% kgcm  # 14753 kgcm σ # 57% / 4.2%45 G 14753 / 11.35 # 27%.$4 kg/cm2 * 1.3  100 # 20$0kg/cm2 not

:arena tegangan tidak memenui sarat maka dic&ba lagi "akai L-P 125 t#3 mm

Perhitungan or-ing #lang

 9ic&ba I&rding NP 125 t<3 mm ; # 25.1254 cm3  k&de(117) 16 ; # .74$ cm3  # 157.03 cm4  # 22.5 cm4 + # 7.0 cm2 g # 5.4% kg/mJ

Pen"n/auan ea$a! umbu A - A

1. Berat sendiri # 5.4%  c&s 2 # 4.%4 kg

1 # 1/$  4.%4  52 # 15.; kgm 2. Bs. +ta" # 1.%  5  c&s 2 # $.54 kgm 2 # 1/$  $.54  52 # 2@.@8 kgm 3. uatan +ngin ; # 0.02  2  0.4 # 0.12 ;1 # 0.12  1.%  25 # 5.7 kg/mJ 3 # 1/$  5.7  52 # 17.81 kgm ;2 #  0.4  1.%  25 # 1% kg/mJ 4 # 1/$  1%  52 # -5B.8 kgm 3. Beban Berguna ( P ) # 100 kg 5 # 1/4  c&s 2  100  5 # 112.5 kgm 4. :&mbinasi uatan 1 G 2 G 3 # 5%.%2 kgm 1 G 2 G 5 # 154.4 kgm

Pen"n/auan ea$a! umbu C - C

1. Berat sendiri # 5.4%  sin 2 # 2.41 kg/mJ

1 # 1/$  2.41  52 # 7.5 kgm 2. Bs +ta" # 5  sin 2 # 2.1% kg/mJ 2 # 1/$  2.1%  52 # @.85 kgm 3. Beban Berguna ( P ) # 100 kg 5 # 1/4  sin 2  100  5 # 5;.89 kgm 4. :&mbinasi uatan 1 G 2 # 14.37 kgm 1 G 2 G 5 # %.17 kgm 0#nt$#l Tegangan ; # 25.1254 cm3 Bj. 33/37/41/44/50//52 ? 37 ; # .74$ cm3 100 kg/cm2  # %17 kgcm  # 1544 kgcm σ # %17 / .74$ G 1544 / 25.1254 # 13%.$2 kg/cm2  1.3  100 # 20$0kg/cm2 K

<adi I&rding L-P 125 t#3 mm +man di"akai.

(32)

U+ +3

DESA KINCAN" WETAN KEC JIWAN KAB MADIUN SHADIN" NET ALCO - TS/02/22/201707:00:3 0#nt$#l Lendutan n # 2 ( t$e&tang 1 k#l#m anta$ g#$d"ng )  # 250 cm  # 157.03 cm4  # 22.5 cm4 ' # 1/250250 # 1 cm H # 2.72 G $.54 G 5.7 # 1.% kg/mJ H # 1.33 G 2.1% # 3.52 kg/mJ P # 100  c&s 2 # $%.$$ kg/mJ P # 100  sin 2 # 43.$4 kg/mJ ' # 5  1%  2504 G $%.$$  2503 3$4  2100000  157.0335 4$  2100000  157.0335 # 0.02154014 G 0.0$$7212 # 0.115 cm ' # 5  0.04  2504 G 43.$4  2503 3$4  2100000  22.4$5 4$  2100000  22.4$5 # 0.037210741 G 0.30002$2 # 0.33$ cm 't # sHrt( 0.1152 G 0.33$2 ) # 0.3 cm  1cm K

Perhitungan 're)tang

H # 3.522.5 # $.7% kg P # 43.$4 kg 52.3 kg  1.7 F # %2.4 kg

D"men&" t$e&tang yang d",e$lukan

Bj. 33/37/41/44/50//52 ? 37 100 kg/cm2 # 1.3  100 # 20$0 kg/cm2 ! # %2.4 # 0.04 cm2 20$0 d # sHrt( 4  0.04/3.14 ) # 0.24 cm di"asang trestang n # 2 # 1.% # 0.7 2.5 α # 37.2 > # 1/2%2.4 # 4.23 kg > # 4.23 # 7.40 kg sin 37.23 ! # 7.40 # 0.04 cm2 20$0 d # sHrt( 4  0.04/3.14 ) # 0.22 cm , ( < 1.0 +m

maka di"asang trestang sebanak 1 k&l&m antar g&rding dengan diameter 10 mm. σ (ijin)

σ s

(33)

U+ B4 DESA KINCAN" WETAN KEC JIWAN KAB MADIUN

KUDA!KUDA JOINT ATAS WF 125.250.%.&

Pembebanan

Data-data

9irencanakan memakai 4 125.250.6.9

 # 25 cm <arakkuda2ma # 3.25 meter b # 12.5 cm Bentang kudakuda # 13 meter tb # 0. cm Berat "enutu" ata" # 50 kg/m2 ts # 0.% cm :emiringan ata" # 20 derajat

; # 324 cm3 $%ding

+ # 37. cm2 <arak g&rding # 1.5 meter  # 4050 cm4 Berat g&rding # 3.03 kg/mJ  # 2%4 cm4 Berat"la'&nd # 0 kg/m2 I # 2%. kg/mJ 8ekanan angin # 40 kg/m2

&em+e+anan

 Berat sendiri 0 kg/mJ n # 13 G 1 Beratsendirig&rding c&s201.5

M10(3.03)3.25N/13 # 7.575 kg/mJ n # 10 bua  Berat ata" 503.25 # 150 kg/mJ

157.5$ kg/mJ ainlain 10K 15.75$

(% 173.33 kg/mJ

(10100)/13 7.%23 kg/mJ %% 7.%23 kg/mJ

 Beban angin kiri

; # 0.%3.2540 # 117 kg/m

 Beban angin kanan

; # 0.43.2540 # 52 kg/m

Berat sendiri kudakuda akan diitung &t&matis &le "r&gram @+P2000

@elanjutna untuk mencari gaagaa dalam dari rangka batang digunakan "r&gram @+P2000

NP#' !P2000

(34)

U+ B5 DESA KINCAN" WETAN KEC JIWAN KAB MADIUN +eban !"du, (LL) +eban ng"n () #'P#' !P2000 9ari asil @+P 2000 9 # 1711.53 kg - # 2/3.16 kg tum # 932.36 kgm la" # 725.09 kgm ' # 0.1356 cm

Kontrol &alo -iaai 4 250.125.6.9

Data-data Kesimpulan (iaai 4 250.125.6.9 8egangan K  # 25 cm endutan K b # 12.5 cm Ieser  K  tb # 0. cm i"atbal&k  K  ts # 0.% cm :P K ; # 324 cm3 + # 37. cm2  # 4050 cm4  # 2%4 cm4

(35)

U+ B DESA KINCAN" WETAN KEC JIWAN KAB MADIUN 0#nt$#l Tegangan ; # 324 cm3 Bj. 33/37/41/44/50//52 ? 37 + # 37. cm3 100 kg/cm2 P # 243 kgcm  # 7250% kgcm σ # 243 / 37. G 7250% / 324 # 230.25 kg/cm2  100kg/cm2 K 0#nt$#l Lendutan  # 1300 cm  # 4050 cm4 'ijin # 1/301300 # 3.1 cm ' # 0.13 cm  3.1cm K 0#nt$#l <e&e$  25 cm b 12.5 cm tb 0.6 cm ts 0.9 cm s 1300 cm  /050 cm4 !e 310/30/430/510 ? 360 100 kg/cm2 # (12.5  0.%)M0.5  (250.%)N G (0.  11.)  5.$ # 175.%3 cm3 9 # 1711.53 kg τ # (1711.53  175.%3) # 123.%1 kg/cm2  0.5  100 # %2$ kg/cm2 0.  4050  K  0#nt$#l L",at # 327 kg/cm2 b"# 12.5 cm # 230.25 kg/cm2 t"# 0.% cm 12.5 # 13.$$%  10  sHrt( 327 / 230.25 ) # 37.7  K  0.% 0#nt$#l tab"l"ta& 0P  25 cm b 12.5 cm tb 0.6 cm ts 0.9 cm s 1300 cm  /050 cm4 !e 310/30/430/510 ? 360 100 kg/cm2 250 # 41.7 # 75  13000 # 52.00 *# 1.25125 # 17.3 ti-a berubah 250 %

 Badan bal&k diberi "engkau sam"ing * tati) tertentu  25 cm b 12.5 cm ki 932.36 kgm tb 0.6 cm ts 0.9 cm ka 932.36 kgm s 1300 cm  29/ cm4 je" 725.09 kgm !e 310/30/430/510 ? 360 E 2100000 kg/cm2 100 kg/cm2 L1 # 1300  25 # 2$$$.$$$$$$$$$% 12.5  0.% L2 # 0.3  (2100000) # $2.$$ 100 2"""."9 = 2!0 σ (ijin) σ (ijin) δ  σ r σ d σ (ijin)

(36)

U+ B7 DESA KINCAN" WETAN KEC JIWAN KAB MADIUN # 100 kg/cm2 2!0  2""9  "26."" # 100  ((2$$$.$%  250) / ($2.$$  250)  0.3  100 # 5%5.74 kg/cm2 2"""."9 # "26."" # $2.$$  0.7  100 # 320.57 kg/cm2 2$$$.$$$$$$$$$% <adi # 29.57 kg/cm2  100 kg/cm2 K ambungan  # 93236.00 kgcm P # 1711.53 kg 9i"akai 4 91

 ts 1.3 cm   30 cm

 tb 0.9 cm α 20

1.3

2%.3

1.3

15

'#ment ne$&"a

20.%215 # 27.5$ cm2 40.%25.7$ # 21.24 cm2 20.425.5 # 32.53 cm2 ! # $1.35 cm2 '#ment Ta!anan ; # 132%$.05 # $50.45 cm3 15.4 0#nt$#l Tegangan  # 93236 kgcm Bj. 33/37/41/44/50//52 ? 37 ; # 850./5 cm3 100 kg/cm2 P # 1712 kg ! # 81.35 cm2 # %323 / $50.45 # 10%.3 kg/cm2 # 1712 / $1.35 # 21.04 kg/cm2 σ ki" σ ki" σ ki" σ ki" σ (ijin) σ m τ m s5 s4 s4 s3 s3 s2 s1 s2

(37)

U+ B$ DESA KINCAN" WETAN KEC JIWAN KAB MADIUN # sHrt( 10%.32 G 3  21.042 )

# 115.53 kg/cm2  100kg/cm2  K 

Pe$!"tungan 0ekuatan +aut Data-data  # 932.36 kg/m  # 30 cm P # 1711.53 kg 9 # 1.6 cm 9i"akai291 n # 2 s # (30  2  2  1.) '#ment ne$&"a (2  1)

  diitung dari jarak alat sambung "ertama (0) # 23. cm diameter alat sambung (d) 1.6 cm

! !2 1 23.6 1 / cm 1 cm2 2 0 cm 0 cm2 3 0 cm 0 cm2 4 0 cm 0 cm2 5 0 cm 0 cm2 t&t # 4 cm + # 1 cm2 ! # 2  1/4  3.14  1.2 # 4.02 cm2  # 2  4.02  1 # 12$.144 cm4 '#ment ta!anan ; # 12% # 32.15 cm3 4 9 (U) 7,056.3/ kg Bj. 33/37/41/44/50//52 ? 37 P (A) 0.00 kg 100 kg/cm2  932.36 kgm ; 32.15 cm3 D",aka" @ D1@ # 0.7100 # 1120 kg/cm2 # 0.100 # %0 kg/cm2 σ # 0.00 # 0.00 kg/cm2  1120 kg/cm2 (C:) 1/4  3.14  1.2   # %32.3  100 # 2$%%.71 kg/cm2 32.15 τ # 705 # 2%2.1 kg/cm2 * %0 kg/cm2 (C:) 2  1/4  3.14  1.2   Tegangan d""l # sHrt(2$%%.712 G 3  2%2.12) # 2%43.7 kg/cm2 * 100 kg/cm2 (c&ntr&l lagi) σ i

σ (ijin)

σa τ (ijin)

σm

(38)

U+ +5 DESA KINCAN" WETAN KEC JIWAN KAB MADIUN

P"OFIL KUDA!KUDA

<arak antar kudakuda # 3.5 m

Bentangkudakuda # 3 m

@udutkemiringan # 2

Bal&k anak. # 9 3 t#3 mm

Berat Bal&k +nak # .34 kg/mJ

<arak antar Bal&k anak # 1%0 cm

+ta" # Ialalum

Beratata" # 7.5 kg/m2

8ekananangin # 40 kg/m2

PE=&E&!N!N

Beban ang diterima g&rding 6

 Berat ata" # 7.5  1.%  3 # 42.75 kg

 Berat bal&k anak # .34  3 # 1%.02 kg

1.77 kg

ainlain10K # .1$ kg

(% # 7.%5 kg

 Berat air ujan # 0.005  1000  3  1.% # 2$.50 kg

 Beban "ekerja # 2/5  100 # 40.00 kg %% # 13.45 kg  Beban angin ;1 # 0.%3.540 # 12 kg/m ;2 # 0.53.540 # 70 kg/m ;3 # 0.3.540 # $4 kg/m ;4 # 0.43.540 # 5 kg/m ;5 # 0.23.540 # 2$ kg/m ; # 0.43.540 # 5 kg/m

Berat sendiri kudakuda akan diitung &t&matis &le "r&gram @+P2000

@elanjutna untuk mencari gaagaa dalam dari rangka batang digunakan "r&gram @+P2000

NP#' !P2000

+eban mat" (DL)

(39)

U+ + DESA KINCAN" WETAN KEC JIWAN KAB MADIUN

+eban !"du, (LL)

+eban ng"n ()

(40)

U+ +7 DESA KINCAN" WETAN KEC JIWAN KAB MADIUN

#'P#' !P2000

Bentang kudakuda #  m 'ijin # 1/400  00 # 1.5 cm ' sa" # ("&int 1) # 0.0107 cm ' # 0.01 cm  1.5 cm K

KONT"OL KEKUATAN P"OFIL KOLOM

9ari asil Cut"ut @+P%0 dida"at 6 &men ma terjadi "ada element n&. 3 6

 &men ma () # 214.04 kg.m  Iaa 8ekan (P) #  24$.%2 kg  "anjang tekuk (lk) # 325.00 cm  93t#3mm + # $.1 cm2 = # 1.7402 cm3 i # 3.031$ cm i # 3.031$ cm Lek tekuk 6

terada" sumbu  6 lk / i

# _3.031$325.00 # 107.2

terada" sumbu  6 lk / i

# _3.031$325.00 # 107.2 V (menekuk

"ada sumbu ) Lek terada" sarat PPBB "s 4.%.1 utk "&rtal dimana ujungna berg&ang

P  n

+ = n  1

P  n

+ = n  1

σ = ₊P ₌

karena sumbu lentur (sb ) tegak lurus td sumbu tekuk (sb ) maka 'akt&r am"li'ikasi n # 1 n  1 107.2 1.13 107.2 4.01 sarat PPBB 6 1.13 _$.124$.%2 G 0.$5 1 _1.740221404 # 34.73 G 10$.$1 # 1121.53 kg/cm2  100 kg/cm2 (&k) 4.01 _$.124$.%2 G 0.$5 1 _1.740221404 # 123.23 G 10$.$1 # 1210.04 kg/cm2  100 kg/cm2 (&k) 24$.%2 G 1 21404 $.1 1.7402 # 30.73 G 127$.0 # 130%.33 kg/cm2  100 kg/cm2 (&k) λ  # λ  # (1) σ = ω 0.$5θ  σ (2) σ = ω 0.$5θ  σ (3) θ  σ θ # ambil 1 λ # * ω # λ # * ω # (1) σ # (2) σ # (3) σ #

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U+ +$ DESA KINCAN" WETAN KEC JIWAN KAB MADIUN

KONTROL KEKUATAN PROFIL KUDA-KUDA

9ari asil Cut"ut @+P2000 dida"at 6 &men ma terjadi "ada element n&. 13 6

 &men ma () # 12%.%% kg.m  Iaa 8ekan (P) #  507.$ kg  9 3 t#3 mm # luas (+) # $.1 cm2 = # 1.7402 cm3 P  + = 507.$ 12%%% $.1 1.7402 # 2.$ G 77.51 # $3%.1% kg/cm2  100 kg/cm2 C:

maka digunakan "r&'il ( 3> t<3 mm untuk kudakuda G

σ # G

G G G

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DUDUKAN KOLOM

Data-data 0e&"m,ulan 9 # 1/23 kg 8egangan  K  - (P) # 1232 kg  # 0.3 m 9 k&l&m # 0.15 m 4 250.125.6.9 ; # 32/ cm3 ! # 37.66 cm2 i # 10./ cm i # 2.79 cm I # 29.6 kg/m

Kontrol Keuatan %a) lat ai

 ts 1.3 cm   30 cm

 tb 0.9 cm α 20

8ebal las badan # 1/2  sHrt(2)  0.% # 0.4 cm

8ebal las saab # 1/2  sHrt(2)  1.3 # 0.%2 cm

1.3

2%.3

1.3

15

'#ment ne$&"a

 2  0.%2  15  1.%12 # 7$$$.27 cm4

 4  0.%2  5.7$  13.0%2 # 33$.30 cm4

 2  0.4  25.53 6 12 # 1771.4$03 cm4

 # 132%$.05 cm4

Lua& Penam,ang La&

20.%215 # 27.5$ cm2  4  0.%2  5.7$ # 21.24 cm2  2  0.4  25.5 # 32.53 cm2 ! # $1.35 cm2 '#ment Ta!anan ; # 132%$.05 # $50.45 cm3 15.4 0#nt$#l Tegangan s5 s4 s4 s3 s3 s2 s1 s2 s5 s4 s4 s3 s3 s2 s1 s2

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U+ B13 DESA KINCAN" WETAN KEC JIWAN KAB MADIUN  # /27 kgcm Bj. 33/37/41/44/50//52 ? 37 ; # 850./5 cm3 100 kg/cm2 P # 127/ kg ! # 37.66 cm2 # 427 / $50.45 # 0.50 kg/cm2 # 1274 / 37. # 33.$4 kg/cm2 # sHrt( 0.502 G 3  33.$42 ) # 5$.1 kg/cm2  100kg/cm2  K 

Kontrol Keuatan Plat Kai

D"men&" Plat Kesimpulan

 # 24.$ cm 8egangan (C:) b # 12.4 cm 9imensi "lat 15  15  0.5 cm tb # 0.5 cm +ngker 2922 ts # 0.$ cm Panjang angker 0 cm B # 25G12.4 # 22.4 cm , 15 cm  # 25G24.$ # 34.$ cm , 15 cm ; # 1/  15  152 # 52.50 cm3 + # 15  15 # 225.00 cm2 0#nt$#l Tegangan ; # 52.50 cm3 utu bet&n K300 + # 225.00 cm2 0.33  300 - # 1274 kg # %% kg/cm2  # 42%0 kgcm Bj. 33/37/41/44/50//52 ? 37 100 kg/cm2 # 1274 / 225 G 42%0 / 52.50 # $1.5 kg/cm2  %% kg/cm2  K  # 1274 / 225  42%0 / 52.50 # 70.23 kg/cm2

tegangan min arus ditaan &le angker

tat"ka 9 # 2.2 cm  # 70.23 15   42%0 / 52.50  # 70.23 15   75.$%  # (70.23  15) (75.$% G 70.23) σ (ijin) σ m τ m σ i σ (tekan) # σ (ijin) σ ma σ min

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 # 7.21 cm

8 # 7.21  15  (1/2  70.23)

# 37%7.34 kg

Pe$!"tungan Plat Penyambung

8 3,797 kg Bj. 33/37/41/44/50//52 ? 37

diameter alat sambung (d) 2.2 cm 100

Tebal Plat Penyambung L(cm) = 1/.00

!"erlu # 37%7.33257%17 # 2.373 cm2 (untuk 2 "enam"ang "r&'il) 100

δ # 2.373

( 142.2 )

# 0.20 cm , 0.50 cm

Pe$!"tungan baut angke$

8 3,797 kg Bj. 33/37/41/44/50//52 ? 37

0.50 cm 100

umla! baut angke$

1/4  3.14  2.2 # 1.73 cm * 0.5 cm (tum,u menentukan)

n # 37%7.33257%17 # 1.$0 * 2 (22 mm

0.52.21.2100

Pe$!"tungan Pan/ang ngke$

utu bet&n K300 Bj. 33/37/41/44/50//52 37 300 kg/cm2 100 kg/cm2 20$0 kg/cm2 9 2.2 cm 3.$0 cm2 n # 0.14  3.$0  20$0 *# 0.013  2.2  20$0 (P+ 71 ? 7;) sHrt( 300 ) # 3.%1 * 5%.4$$  K  , 60 cm

@eingga di"akai angker 92.2  0 cm

σ (ijin)

tebal "lat sambung(δ) σ (ijin)

 &ambungan "$"& ganda

σ b σ a

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U+ B15

DDESA KINCAN" WETAN KEC JIWAN KAB MADIUN "UEST HOUSE ALCO - TS/02/22/201707:00:37

PEN!"#$ %#&!N

(a)ar*(a)ar Peraturan Peren+anaan

embaga Penelidikan asala Bangunan Bandung 1%$4

Penerbit +nsi &gakarta 1%%%

Pengaruh Penematan %ubang 'erha-a %ua) Netto

enurut PPBB "asal 3.3.1 6

 8egangan ratarata "ada batang tarik dida"at dari gaa tarik ang bekerja dibagi dengan

luas "enam"ang bersi. 8egangan tersebut arus tidak b&le lebi besar dari tegangan

Baut +@8 U8B +325

-!t

44 :si

(+ll&=able

8ensi&n)

!

21 :si

(+ll&=able

@ear)

Baut +ngker +@8 +307 D7/$

!t

20 :si

(+ll&=able

8ensi&n)

!

10 :si

(+ll&=able

@ear)

Pembebanan

a. Beban ati (9)

@esuai dengan Peraturan Pembebanan nd&nesia dan berat jenis baan

ang di"akai.

b. Beban Uidu" ()

c. Beban +ngin (;)

d. :&mbinasi Pembebanan

1.4 9 1.2 9 G 0.5  1.2 9 G 1.  G 0.$ ; 1.2 9 G 1.   0.$ ;

 Pe$atu$an Pe$encanaan +angunan +a/a nd#ne&"a (PP++) Penerbit aasan

 r. Cengt&eng 0#n&t$uk&" +a/a PP Dniersitas :risten PE8>+ @urabaa

 8egu @ant&s& @Pd Pe$!"tungan t$uktu$ OPT'L 03+4-03+4 +36

D ++ 6OT04LT4 3 -  T'4 De&a ebeen 0ec ab#an 0ab am,ang 

9esa :incang ;etan :ec <i=an :ab adiun 9esa eb& :ec Pudj&n :ab alang

@urabaa !ebruari 200$

dasar untuk "enam"ang tidak berlubang dan t"dak b#le! leb"! be&a$ da$" 9:75 kal"

tegangan da&ar untuk "enam"ang berlubang.

Ir. Oengtoeng, Konstruksi Baja, LPPM Universitas Kristen P!"A #ura$a%a, Pener$it Ansi &og%akarta, 1'''

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U+ B1

!nali)a trutur

 +nalisa struktur memakai "r&gram bantu @+P -&ninier Aersi %.0.3.

Peren+anaan Elemen trutur

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U+ B17