Perhitungan Kolom
58
Gaya Axial Lantai Stationing Pu 1 K_L1_14 0 -550.934416 Ton 2 K_L2_12 0 -375.7 Ton 3 K_L3_1 0 -342.097 Ton 4 K_L4_1 0 -247.9489 Ton 5 K_L5_1 0 -150.6664 Ton 6 K_L6_10 0 -70.7186 Ton 1 K_L1_14 4 -548.639632 Ton 2 K_L2_12 3.8 -373.7309 Ton 3 K_L3_1 3.8 -339.917696 Ton 4 K_L4_1 3.8 -245.768 Ton 5 K_L5_1 3.8 -148.4863859 Ton 6 K_L6_10 3.8 -68.5386394 Lantai Stationing Mux Satuan 1 K_L1_14 0 3.694 Tonm 2 K_L2_21 0 12.855178 Tonm 3 K_L3_8 0 7.707428 Tonm 4 K_L4_8 0 9.102855 Tonm 5 K_L5_8 0 9.85717 Tonm 6 K_L6_8 0 22.47113 Tonm 1 K_L1_14 4 -61.5226 Tonm 2 K_L2_13 3.8 -16.32 Tonm 3 K_L3_8 3.8 -8.8997 Tonm 4 K_L4_8 3.8 -9.76 Tonm 5 K_L5_8 3.8 -9.9665 Tonm 6 K_L6_18 3.8 -23.079 Tonm Gaya Geser Kolom Tipe Kolom Stationing Gaya lintang (Ton) Gaya Lintang (Kn) 1 K_L1_16 0 24.35 238.8735 2 K_L2_8 0 11.979 117.51399 3 K_L3_8 0 9.7557 95.703417 4 K_L4_8 0 6.009 58.94829 5 K_L5_8 0 9.29851 91.2183831 6 K_L6_8 0 14.527 142.50987 1 K_L1_16 4 24.35 238.8735 2 K_L2_8 3.8 11.979 117.51399 3 K_L3_8 3.8 9.7557 95.703417 4 K_L4_8 3.8 6.009 58.94829 5 K_L5_8 3.8 9.29851 91.2183831 6 K_L6_8 3.8 14.5273 142.512813
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Transcript of Perhitungan Kolom
Mn dan Pn (SAP)Gaya Axial KolomLantaiStationingPuSatuanSatuanSatuan1K_L1_140-550.934416Ton550.93Ton550.934416Ton5404.66662096Kn2K_L2_120-375.7Ton375.70Ton3K_L3_10-342.097Ton342.10Ton4K_L4_10-247.9489Ton247.95Ton247.9489Ton2432.378709Kn5K_L5_10-150.6664Ton150.67Ton6K_L6_100-70.7186Ton70.72Ton70.7186Ton693.749466Kn1K_L1_144-548.639632Ton548.64Ton2K_L2_123.8-373.7309Ton373.73Ton548.639632Ton5382.15478992Kn3K_L3_13.8-339.917696Ton339.924K_L4_13.8-245.768Ton245.77Ton245.768Ton2410.98408Kn5K_L5_13.8-148.4863859Ton148.49Ton6K_L6_103.8-68.538639468.54Ton672.364052514Ton672.364052514KnLantaiMomen KolomStationingMuxSatuanMuySatuanMuxSatuanMuySatuanMuxmaksimumSatuanMuy maksimumSatuan1K_L1_1403.694Tonm9.237Tonm36.238Knm90.61497Knm126.109Knm220.754Knm2K_L2_21012.855178Tonm22.503Tonm126.109Knm220.75443Knm3K_L3_807.707428Tonm18.2188Tonm75.610Knm178.726428Knm4K_L4_809.102855Tonm10.8074Tonm89.299Knm106.020594Knm96.699Knm171.793Knm5K_L5_809.85717Tonm17.512Tonm96.699Knm171.79272Knm6K_L6_8022.47113Tonm28.02038Tonm220.442Knm274.8799278Knm220.442Knm274.880Knm1K_L1_144-61.5226Tonm-97.401Tonm603.537Knm955.50381Knm603.537Knm955.504Knm2K_L2_133.8-16.32Tonm-23.7377Tonm160.099232.866837Knm3K_L3_83.8-8.8997Tonm-18.636Tonm87.306182.81916Knm4K_L4_83.8-9.76Tonm-11.366Tonm95.746Knm111.50046Knm97.771Knm170.412Knm5K_L5_83.8-9.9665Tonm-17.3713Tonm97.771170.412453Knm6K_L6_183.8-23.079Tonm-26.75212Tonm226.405Knm262.4382972Knm226.405Knm262.438KnmGaya Geser KolomTipe KolomStationingGaya lintang (Ton)Gaya Lintang (Kn)Gaya Lintang desain1K_L1_16024.35238.8735238.87352K_L2_8011.979117.513993K_L3_809.755795.7034174K_L4_806.00958.9482991.21838315K_L5_809.2985191.21838316K_L6_8014.527142.50987142.509871K_L1_16424.35238.8735238.87352K_L2_83.811.979117.513993K_L3_83.89.755795.7034174K_L4_83.86.00958.9482991.21838315K_L5_83.89.2985191.21838316K_L6_83.814.5273142.512813142.512813
Diagram Mn pn
ARAH XARAH Y
URAIANSATRasio Tulangan 1%Rasio Tulangan 1,5%Rasio Tulangan
2%Rasio Tulangan 2,5%Rasio Tulangan 3%Rasio Tulangan 3,5%Rasio
Tulangan 4%Rasio Tulangan 4,5%Rasio Tulangan 5%Rasio Tulangan
5,5%Rasio Tulangan 6%Arah XArah YArah XArah YArah XArah YArah XArah
YArah XArah YArah XArah YArah XArah YArah XArah YArah XArah YArah
XArah YArah XArah Yf'cMPa35
VENDIE: VENDIE: Isi Cell yang bewarna
Kuning3535353535353535353535353535353535353535350.810.810.810.810.810.810.810.810.810.810.810.810.810.810.810.810.810.810.810.810.810.81fyMPa400400400400400400400400400400400400400400400400400400400400400400hmm600400600400600400600400600400600400600400600400600400600400600400bmm400600400600400600400600400600400600400600400600400600400600400600d'mm61616161616161616161616161616161616161616161Astmm21.0%1.0%1.5%1.5%2.0%2.0%2.5%2.5%3.0%3.0%3.5%3.5%4.0%4.0%4.5%4.5%5.0%5.0%5.5%5.5%6.0%6.0%dmm539339539339539339539339539339539339539339539339539339539339539339Agmm2240000240000240000240000240000240000240000240000240000240000240000240000240000240000240000240000240000240000240000240000240000240000As=As'mm21200120018001800240024003000300036003600420042004800480054005400600060006600660072007200Astmm22400240036003600480048006000600072007200840084009600960010800108001200012000132001320014400144001.
Kapasitas Nominal beban
Axial/sentrisPnN8028600802860084729008472900891720089172009361500936150098058009805800102501001025010010694400106944001113870011138700115830001158300012027300120273001247160012471600kN8028.68028.68472.98472.98917.28917.29361.59361.59805.89805.810250.110250.110694.410694.411138.711138.7115831158312027.312027.312471.612471.62.
Patah
SeimbangXbmm323.400203.400323.400203.400323.400203.400323.400203.400323.400203.400323.400203.400323.400203.400323.400203.400323.400203.400323.400203.400323.400203.400abmm261.954164.754261.954164.754261.954164.754261.954164.754261.954164.754261.954164.754261.954164.754261.954164.754261.954164.754261.954164.754261.954164.754f'smm486.827420.059486.827420.059486.827420.059486.827420.059486.827420.059486.827420.059486.827420.059486.827420.059486.827420.059486.827420.059486.827420.059(Patah
Seimbang)
OKOKOKOKOKOKOKOKOKOKOKOKOKOKOKOKOKOKOKOKOKOKf's=fs=fy=Mpa400400400400400400400400400400400400400400400400400400400400400400CcbN2970558.362802465.542970558.362802465.542970558.362802465.542970558.362802465.542970558.362802465.542970558.362802465.542970558.362802465.542970558.362802465.542970558.362802465.542970558.362802465.542970558.362802465.54kN2970.5582802.4662970.5582802.4662970.5582802.4662970.5582802.4662970.5582802.4662970.5582802.4662970.5582802.4662970.5582802.4662970.5582802.4662970.5582802.4662970.5582802.466CsbN445980.000445980.000668970.000668970.000891960.000891960.0001114950.0001114950.0001337940.0001337940.0001560930.0001560930.0001783920.0001783920.0002006910.0002006910.0002229900.0002229900.0002452890.0002452890.0002675880.0002675880.000kN445.98445.98668.97668.97891.96891.961114.951114.951337.941337.941560.931560.931783.921783.922006.912006.912229.92229.92452.892452.892675.882675.88TsbN4800004800007200007200009600009600001200000120000014400001440000168000016800001920000192000021600002160000240000024000002640000264000028800002880000kN4804807207209609601200120014401440168016801920192021602160240024002640264028802880PnbkN2936.5382768.4462919.5282751.4362902.5182734.4262885.5082717.4162868.4982700.4062851.4882683.3962834.4782666.3862817.4682649.3762800.4582632.3662783.4482615.3562766.4382598.346MnbNm723401.906458345.624834056.516522701.234944711.126587056.8441055365.736651412.4541166020.346715768.0641276674.956780123.6741387329.566844479.2841497984.176908834.8941608638.786973190.5041719293.3961037546.1141829948.0061101901.724kNm723.402458.346834.057522.701944.711587.0571055.366651.4121166.020715.7681276.675780.1241387.330844.4791497.984908.8351608.639973.1911719.2931037.5461829.9481101.9023.
Patah
DesakPengalixb1.61.61.61.61.61.61.61.61.61.61.61.61.61.61.61.61.61.61.61.61.61.6xmm517.440325.440517.440325.440517.440325.440517.440325.440517.440325.440517.440325.440517.440325.440517.440325.440517.440325.440517.440325.440517.440325.440diambil
xmm510.000320.000510.000320.000510.000320.000510.000320.000510.000320.000510.000320.000510.000320.000510.000320.000510.000320.000510.000320.000510.000320.000>Xb
-OK->Xb -OK->Xb -OK->Xb -OK->Xb -OK->Xb -OK->Xb
-OK->Xb -OK->Xb -OK->Xb -OK->Xb -OK->Xb -OK->Xb
-OK->Xb -OK->Xb -OK->Xb -OK->Xb -OK->Xb -OK->Xb
-OK->Xb -OK->Xb -OK->Xb
-OK-amm413.1259.2413.1259.2413.1259.2413.1259.2413.1259.2413.1259.2413.1259.2413.1259.2413.1259.2413.1259.2413.1259.2f'smm529.267487.537529.267487.537529.267487.537529.267487.537529.267487.537529.267487.537529.267487.537529.267487.537529.267487.537529.267487.537529.267487.537OKOKOKOKOKOKOKOKOKOKOKOKOKOKOKOKOKOKOKOKOKOKf's=fy=MPa400400400400400400400400400400400400400400400400400400400400400400fsMPa34.117647058835.62534.117647058835.62534.117647058835.62534.117647058835.62534.117647058835.62534.117647058835.62534.117647058835.62534.117647058835.62534.117647058835.62534.117647058835.62534.117647058835.625Patah
Desak fs840840840840840840OK --> Penggunaan Faktor Reduksi =
0.65 dapat diterimaOK --> Penggunaan Faktor Reduksi = 0.65 dapat
diterimaOK --> Penggunaan Faktor Reduksi = 0.65 dapat diterimaOK
--> Penggunaan Faktor Reduksi = 0.65 dapat diterimaOK -->
Penggunaan Faktor Reduksi = 0.65 dapat diterimaOK --> Penggunaan
Faktor Reduksi = 0.65 dapat diterimaDari Grafik Mn-Pn Didapat
:Rasio Tulangan ()=mm24.00%4.00%4.00%1.00%1.00%1.00%Luas Tulangan
(As)=mm960096009600240024002400Dipakai Tul Pokok
(D)=mm2252525222222Luas Diameter
Tul=490.8738521234490.8738521234490.8738521234380.1327110844380.1327110844380.1327110844Jumlah
Tulangan
(n)=19.556959407119.556959407119.55695940716.31358451936.31358451936.3135845193Dipakai
Jumlah Tulangan=mm2202020777Luas Tulangan Pakai
(As)=9817.47704246819817.47704246819817.47704246812660.92897759062660.92897759062660.9289775906Rasio
Tul Pakai=4.09%4.09%4.09%1.11%1.11%1.11%Kontrol Rasio Tulangan (1%
< < 6%) OKKontrol Rasio Tulangan (1% < < 6%) OKKontrol
Rasio Tulangan (1% < < 6%) OKKontrol Rasio Tulangan (1% <
< 6%) OKKontrol Rasio Tulangan (1% < < 6%) OKKontrol Rasio
Tulangan (1% < < 6%) OKKontrol Momen Joint
Kolom-Balok'c=0.0030.0030.0030.0030.0030.003z1=-1-1-1-1-1-1y=0.0020.0020.0020.0020.0020.002s1=-0.002-0.002-0.002-0.002-0.002-0.002C=mm322.5322.5322.5322.5322.5322.5Es=N/mm200000200000200000200000200000200000fs1=N/mm2400400400400400400=0.81428571430.81428571430.81428571430.81428571430.81428571430.8142857143a=mm262.6071428571262.6071428571262.6071428571262.6071428571262.6071428571262.6071428571Cc=N312502531250253125025312502531250253125025As1=mm21472.62155637021472.62155637021472.62155637021520.53084433751520.53084433751520.5308443375As2=mm2981.7477042468981.7477042468981.7477042468760.2654221687760.2654221687760.2654221687As3=mm2981.7477042468981.7477042468981.7477042468760.2654221687760.2654221687760.2654221687As4=mm2981.7477042468981.7477042468981.74770424681520.53084433751520.53084433751520.5308443375As5=mm2981.7477042468981.7477042468981.7477042468As6=mm2981.7477042468981.7477042468981.7477042468As7=mm2981.7477042468981.7477042468981.7477042468As8=mm2981.7477042468981.7477042468981.7477042468As9=mm2981.7477042468981.7477042468981.7477042468As10=mm21472.62155637021472.62155637021472.6215563702Fs1=N589048.622548086545238.131246072545238.131246072562976.545115945608212.337734984562976.545115945Fs2=N392699.081698724392699.081698724392699.081698724281488.272557972304106.168867492281488.272557972Fs3=N392699.081698724392699.081698724392699.081698724281488.272557972304106.168867492281488.272557972Fs4=N392699.081698724392699.081698724392699.081698724562976.545115945608212.337734984562976.545115945Fs5=N392699.081698724392699.081698724392699.081698724Fs6=N392699.081698724392699.081698724392699.081698724Fs7=N392699.081698724363492.087497382363492.087497382Fs8=N392699.081698724392699.081698724392699.081698724Fs9=N392699.081698724392699.081698724392699.081698724Fs10=N589048.622548086589048.622548086589048.622548086Fs1
* ( h/2 - di
)=Nmm-139899047.85517-129494056.170942-129494056.170942-134551394.282711-14445043.0212059-13370692.9465037Fs2
* ( h/2 - di
)=Nmm-72540247.0360143-72540247.0360143-72540247.0360143-23551185.4706837-5617516.73046895-5199713.92364032Fs3
* ( h/2 - di
)=Nmm-51814462.1685817-51814462.1685817-51814462.168581720173326.199988-4012511.95033496-3714081.3740288Fs4
* ( h/2 - di
)=Nmm-31088677.301149-31088677.301149-31088677.301149127795675.741319-4815014.34040196-4456897.64883456Fs5
* ( h/2 - di
)=Nmm-10362892.4337163-10362892.4337163-10362892.4337163000Fs6 * (
h/2 - di
)=Nmm10362892.433716310362892.433716310362892.4337163000Fs7 * ( h/2
- di )=Nmm31088677.30114928776456.92687628776456.926876000Fs8 * (
h/2 - di
)=Nmm51814462.168581651814462.168581651814462.1685816000Fs9 * ( h/2
- di )=Nmm72540247.036014372540247.036014372540247.0360143000Fs10 *
( h/2 - di
)=Nmm139899047.85517139899047.85517139899047.85517000Pn=KN7444.7148986867371.69741318265633.75853973974813.954635347849496.62013204954813.9546353478Mn=Nmm527180556.696429535273328.006384535273328.006384517046978.884342498290470.654017500439170.803421KNm527.1805566964535.2733280064535.2733280064517.0469788843498.290470654500.4391708034=OK
--> Strong Column Weak BeamOK --> Strong Column Weak BeamOK
--> Strong Column Weak BeamOK --> Strong Column Weak BeamOK
--> Strong Column Weak BeamOK --> Strong Column Weak Beam
d5d4d3d2d1
Geser Kolom Lantai 1-3DESAIN PENULANGAN KOLOM LANTAI 1-3
f'c=35MPafy=400MPabc =400mmhc=600mmTinggi eff (d)=520mmLuas Penampang (Ag)=240000mm2
Pu=7444.714898686
ABMA: ABMA:Dari Hasil
SAPkNMux=527.1805566964kNmMuy=527.1805566964kNmPakaiMnx=811.0470kNmMny=811.0470kNmPn=11453.4075kNKontrol
Faktor Reduksi=0.65Pn>0,1*Ag*f'c11453.4075>840OK -->
Penggunaan Faktor Reduksi = 0.65 dapat diterimaDari Grafik Mn-Pn
Didapat :Rasio Tulangan ()=4.00%Luas Tulangan (As)=9600mm2Dipakai
Tul Pokok (D)=25mmLuas Diameter Tul=490.8738521234mm2Jumlah
Tulangan (n)=19.5569594071Dipakai Jumlah Tulangan=20Luas Tulangan
Pakai (As)=9817.4770424681mm2Rasio Tul Pakai=4.09%Kontrol Rasio
Tulangan (1% < < 6%) OKKontrol Momen Joint
Kolom-BalokMe=1622.0940kNm=ERROR:#REF!ERROR:#REF!Ket :Me =Momen
Kapasitas Kolom yang Merangka Pada Joint Balok-KolomPENULANGAN
GESER KOLOM LANTAI 1Mg =Momen KapasitasBalok Pada Joint
Balok-Kolom
Mk(atas)H=3.8mMkbawah
Mnk bawah=ERROR:#REF!Mnk atas=811.0470Gaya Geser
(Ve)=238.8735
ABMA: ABMA:Dari SAP2000Vu=ERROR:#REF!kNVu
pakai=ERROR:#REF!kNDipakai Tul Sengkang :Sengkang 10=10mmLuas
Diameter Tul=78.5398163397mm2DAERAH SENDI PLASTISPanjang daerah
Plastis (lo)=950mmPakai Lo=1000mmKontrol
ABMA: ABMA:SNI 03-2847-20002 Pasal 23,4,4),(4)700mm (h
balok)633.3333333333mm (1/6 H)500mmOKVs=ERROR:#REF!mm2Pakai
Sengkang 4 kakiAv=314.159265359mm2jarak Sengkang (S)=ERROR:#REF!mmS
pakai=100mmKontrol
ABMA: ABMA:SNI 03-2847-2002 Pasal 23,4,4),(2)100mm (1/4 *b
balok)150mm (6* D pokok)144.4444444444mm ( S harus 100150
mm)OKDAERAH LUAR SENDI PLASTISPanjang daerah (L)=1800mmVc
ABMA: ABMA:SNI 03-2847-2002 Pasal 13,3,1),(2)=659.5081110044mmPakai
Sengkang 2 kakiAv=314.159265359mm2jarak Sengkang
(S)=99.0816126509mmS pakai=90mmKontrol
ABMA: ABMA:SNI 03-2847-2002 Pasal 23,4,4),(2)260mm (d/2)300mmOK
Geser Kolom Lantai 4-5DESAIN PENULANGAN KOLOM LANTAI 4-5
f'c=35MPafy=400MPabc =400mmhc=600mmTinggi eff
(d)=520mmAg240000mm2AxialPu=4813.9546353478
ABMA: ABMA:Dari Hasil
SAPkNMux=517.0469788843Muy=517.0469788843Mnx=795.4568905913kNmMny=795.4569kNmPn=7406.0841kNKontrol
Faktor Reduksi=0.65Pn>0,1*Ag*f'c7406.0841>840OK -->
Penggunaan Faktor Reduksi = 0.65 dapat diterimaDari Grafik Mn-Pn
Didapat :Rasio Tulangan ()=1.00%Luas Tulangan (As)=2400mm2Dipakai
Tul Pokok (D)=25mmLuas Diameter Tul=490.8738521234mm2Jumlah
Tulangan (n)=4.8892398518Dipakai Jumlah Tulangan=6Luas Tulangan
Pakai (As)=2945.2431127404mm2Rasio Tul Pakai=1.23%Kontrol Rasio
Tulangan (1% < < 6%) OKKontrol Momen Joint
Kolom-BalokMe=1590.9138kNmMg+
=ERROR:#REF!kNm=ERROR:#REF!Mg-=ERROR:#REF!kNmERROR:#REF!PENULANGAN
GESER KOLOM LANTAI 1Ket :Me =Momen Kapasitas Kolom yang Merangka
Pada Joint Balok-KolomMk(atas) 2Mg =Momen KapasitasBalok Pada Joint
Balok-KolomH=3.8mMkbawah 2Mk(atas) 1Mkbawah 1Mk
bawah=517.0469788843
ABMA: ABMA:DARI SAPMk atas=517.0469788843Gaya Geser
(Ve)=91.2183831
ABMA: ABMA:Dari SAP2000Vu=272.1299888865kNVu
pakai=272.1299888865kNDipakai Tul Sengkang :Sengkang 10=10mmLuas
Diameter Tul=78.5398163397mm2DAERAH SENDI PLASTISPanjang daerah
Plastis (lo)=950mmPakai Lo=1000mmKontrol
ABMA: ABMA:SNI 03-2847-20002 Pasal 23,4,4),(4)700mm (h
balok)633.3333333333mm (1/6 H)500mmOKVs=362.839985182mm2Pakai
Sengkang 4 kakiAv=314.159265359mm2jarak Sengkang
(S)=180.0935119152mmS pakai=100mmKontrol
ABMA: ABMA:SNI 03-2847-2002 Pasal 23,4,4),(2)100mm (1/4 *b
balok)150mm (6* D pokok)144.4444444444mm ( S harus 100150
mm)OKDAERAH LUAR SENDI PLASTISPanjang daerah (L)=1800mmVc
ABMA: ABMA:SNI 03-2847-2002 Pasal 13,3,1),(2)=498.9293499683mmPakai
Sengkang 2 kakiAv=314.159265359mm2jarak Sengkang
(S)=130.9707019618mmS pakai=130mmKontrol
ABMA: ABMA:SNI 03-2847-2002 Pasal 23,4,4),(2)260mm (d/2)300mmOK
Geser Kolom Lantai 6DESAIN PENULANGAN KOLOM LANTAI 6
f'c=35MPafy=400MPabc =400mmhc=600mmTinggi eff
(d)=520mmAg240000mm2AxialPu=4813.9546353478
ABMA: ABMA:Dari Hasil
SAPkNMux=500.4391708034Muy=500.4391708034Mnx=769.9064166206kNmMny=769.9064kNmPn=7406.0841kNKontrol
Faktor Reduksi=0.65Pn>0,1*Ag*f'c7406.0841>840OK -->
Penggunaan Faktor Reduksi = 0.65 dapat diterimaDari Grafik Mn-Pn
Didapat :Rasio Tulangan ()=1.00%Luas Tulangan (As)=2400mm2Dipakai
Tul Pokok (D)=25mmLuas Diameter Tul=490.8738521234mm2Jumlah
Tulangan (n)=4.8892398518Dipakai Jumlah Tulangan=6Luas Tulangan
Pakai (As)=2945.2431127404mm2Rasio Tul Pakai=1.23%Kontrol Rasio
Tulangan (1% < < 6%) OKKontrol Momen Joint
Kolom-BalokMe=1539.8128kNmMg+
=ERROR:#REF!kNm=ERROR:#REF!Mg-=ERROR:#REF!kNmERROR:#REF!PENULANGAN
GESER KOLOM LANTAI 1Ket :Me =Momen Kapasitas Kolom yang Merangka
Pada Joint Balok-KolomMk(atas) 2Mg =Momen KapasitasBalok Pada Joint
Balok-KolomH=3.8mMkbawah 2Mk(atas) 1Mkbawah 1Mk
bawah=274.8799278
ABMA: ABMA:DARI SAPMk atas=262.4382972Gaya Geser
(Ve)=142.512813
ABMA: ABMA:Dari SAP2000Vu=141.3995328947kNVu
pakai=142.512813kNDipakai Tul Sengkang :Sengkang 10=10mmLuas
Diameter Tul=78.5398163397mm2DAERAH SENDI PLASTISPanjang daerah
Plastis (lo)=950mmPakai Lo=1000mmKontrol
ABMA: ABMA:SNI 03-2847-20002 Pasal 23,4,4),(4)700mm (h
balok)633.3333333333mm (1/6 H)500mmOKVs=190.017084mm2Pakai Sengkang
4 kakiAv=314.159265359mm2jarak Sengkang (S)=343.8908008643mmS
pakai=110mmKontrol
ABMA: ABMA:SNI 03-2847-2002 Pasal 23,4,4),(2)100mm (1/4 *b
balok)150mm (6* D pokok)144.4444444444mm ( S harus 100150 mm)TIDAK
OKDAERAH LUAR SENDI PLASTISPanjang daerah (L)=1800mmVc
ABMA: ABMA:SNI 03-2847-2002 Pasal 13,3,1),(2)=498.9293499683mmPakai
Sengkang 2 kakiAv=314.159265359mm2jarak Sengkang
(S)=130.9707019618mmS pakai=130mmKontrol
ABMA: ABMA:SNI 03-2847-2002 Pasal 23,4,4),(2)260mm (d/2)300mmOK
Sheet32. Identifikasi Kolom Bergoyang / Tidak Bergoyang
Identifikasi Kolom Bergoyang/ Tidak BergoyangLantaiArahpuoVuLcKeterangan(kN)(kN)(kN)(m)6x3810.00751,884,7533,75Tidak Bergoyangy0.1963,75Tidak Bergoyang5x2,774,4660,0431,522,6463,75Tidak Bergoyangy0,0563,75Tidak Bergoyang4x4,942,2140,0461,174,3663,75Bergoyangy0,0633,75Bergoyang3x7,811,6930,0478,425,7443,75Bergoyangy0,0663,75Bergoyang2x11401,660,047531,4833,75Bergoyangy0,0653,75Bergoyang1x15737,170,0472,522,7514,25Bergoyangy0,0784,25Bergoyang
