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PT. TRIMANTARA UNGGUL PERKASA
Pendahuluan.
Analisis struktur Jembatan Girder Baja dilakukan dengan software SAP2000 yang berbasiselemen hingga (finite element) untuk berbagai kombinasi pembebanan yg meliputi berat sendiri(MS), beban mati tambahan (MA), beban lalu-lintas kendaraan, beban pedestrian (TP), dandengan pemodelan struktur 3-D. Metode analisis yang digunakan adalah analisis linier metodematriks kekakuan langsung (direct stiffness matriks) dengan deformasi struktur kecil danmaterial isotropic.
Pembebanan :
Dalam perencanaan Pembebanan , pembebanan yang diberlakukan pada jalan raya mengacupada standard “ RSNI – T – 02 – 2005 Pembebanan Untuk Jembatan “ Standart inimenetapkan beberapa ketentuan pembebanan dan aksi – aksi yang akan digunakan dalamperencanaan Jembatan Jalan Raya termasuk pejalan kaki dan bangunan sekunder yang terkaitdalam jembatan.
Standart pembebanan yang dilakukan dalam Perencanaan :
a. Beban MatiMeliputi berat sendiri dan beban mati tambahan ( Super Dead Load , SDL )Berat sendiri merupakan berat struktur itu sendiri ( Girder Memanjang , Melintang danPlat Beton Bertulang ).
b. Beban HidupDalam Standart pembebanan Jembatan untuk Jalan Raya , beban hidup yang bekerjaadalah Truk dengan Beban Gandar 50 Ton , namun dalam kasus ini digunakan BebanReal Sebesar 100 ton yang terbagi dalam 3 Titik distribusi Pembebanan untuk
PT. TRIMANTARA UNGGUL PERKASA
memperoleh momen maksimum , maka penempatannya dilokalisir di tengah bentang 2lajur 2 arah.
Combinasi Pembebanan yang dilakukan ada 2 ( dua ) yakni :
a. COMBO 1 = 1.4 DL ( Dead Load )b. COMBO 2 = 1.6 LL ( Live Load )
Analisa Perhitungan
DATA JEMBATANKlasifikasi Jembatan : Jembatan Hauling
33 T 33 T 33 T
PT. TRIMANTARA UNGGUL PERKASA
Tipe Jembatan : Girder BajaJumlah bentang : 1 bentangPanjang bentang : 16 m
Struktur Atas (Upper Structure)Terdiri atas : Slab lantai kendaraan, dengan Balok Memanjang dan Melintang dengan baja
Struktur bawah (Sub Structure)Terdiri atas Abutment dengan Fondasi Footplat dan Pier dengan sistem fondasi Borpile.3. Dimensi JembatanTebal slab lantai jembatan h = 0.25 mTebal lapisan aspal + over-lay ta = 0.10 mTebal genangan air hujan th = 0.05 mJarak antara balok lantai s = 1.60 mLebar jalur lalu-lintas b1 = 8.00 mLebar trotoar b2 = 0.8 m
BAHAN STRUKTURMutu beton : K - 350Kuat tekan beton fc' = 0.83 * K / 9.81 = 29.61 MPaModulus elastik Ec = 4700 * √ fc' = 25576 MPaAngka poisson u = 0.2Modulus geser G = Ec / [2*(1 + u)] = 10657 MPaKoefisien muai beton, = 1.0E-05 / ºCMutu baja :Tegangan leleh baja, fy = 390 MPa
INPUT MATERIAL PROPERTIES
PT. TRIMANTARA UNGGUL PERKASA
Input material sesuai dengan Tabel Baja yang berlaku di pasaran Indonesia.Input yangdigunakan adalah WF 300 , WF 400 , WF 500 , WF 600 dan WF 800.
PT. TRIMANTARA UNGGUL PERKASA
Input Kombinasi Beban
Analisa Pembebanan
1. BERAT SENDIRI ( MS )
Faktor beban ultimit : KMS = 1.4 ( Combo 1 )
Berat sendiri ( self weight ) adalah berat bahan dan bagian jembatan yang merupakan elemenstruktural, ditambah dengan elemen non-struktural yang dipikulnya dan bersifat tetap. Beratsendiri elemen struktural dihitung secara otomatis oleh Program SAP2000. Elemen struktural
PT. TRIMANTARA UNGGUL PERKASA
terdiri dari balok girder memanjang , balok girder melintang ,dan plat lantai jembatan. Beratsendiri yang tidak termasuk elemen struktur adalah aspal + air hujan
Beban mati tambahan pada lantai jembatan
No Jenis beban mati tambahan Tebal w Berat(m) (kN/m3) (kN/m2)
1 Lapisan aspal + overlay 0.10 22.00 2.2002 Genangan air hujan 0.05 9.80 0.470
qMA = 2.670 kN/m2
2. Beban Hidup
Sebagaimana yang telah dijelaskan bahwa beban hidup yang terjadi adalah bebankendaraan sebesar 100 ton . Sehingga digunakan kondisi momen maksimum yang terjadi ,dengan melakukan distribusi beban secara merata pada jembatan secara 2 jalur 2 arah.
PT. TRIMANTARA UNGGUL PERKASA
OUTPUT
MOMEN DAN DESIGN CHECK
Dengan asumsi kondisi diatas , maka dilakukan running program untuk memperoleh hasilanalisa momen yang terjadi dan juga kapasitas girder yang terjadi.
PT. TRIMANTARA UNGGUL PERKASA
PT. TRIMANTARA UNGGUL PERKASA
CHECK GIRDERTABLE: Steel Design 2 - PMM Details - AISC-LRFD93Frame DesignSect DesignType MuMajor VuMajor Tu TotalRatio MMajRatio SRLimit PhiPnc PhiPnt MuMajDsgn PhiMnMaj Cb PhiMnMin
Text Text Text Tonf-mm Tonf Tonf-mm Unitless Unitless Unitless Tonf Tonf Tonf-mm Tonf-mm Unitless Tonf-mm1 WF 800 Beam 173,287.95 2.78 (0.14) 0.69 0.69 0.95 655.47 824.87 173,287.95 251,899.97 1.02 37,070.732 WF 800 Beam 171,629.73 0.66 2.54 0.69 0.69 0.95 655.47 824.87 171,629.73 247,939.26 1.01 37,070.733 WF 800 Beam 169,069.25 0.39 6.27 0.68 0.68 0.95 655.47 824.87 169,069.25 247,453.96 1.00 37,070.734 WF 800 Beam 169,069.25 (0.39) 6.27 0.68 0.68 0.95 655.47 824.87 169,069.25 247,453.96 1.00 37,070.735 WF 800 Beam 171,629.73 (0.66) 2.54 0.69 0.69 0.95 655.47 824.87 171,629.73 247,939.26 1.01 37,070.736 WF 800 Beam 173,287.95 (2.78) (0.14) 0.69 0.69 0.95 655.47 824.87 173,287.95 251,899.97 1.02 37,070.737 WF 300 Beam (169.66) 0.13 0.22 0.01 0.01 0.95 129.90 143.42 (169.66) 16,517.53 1.28 3,207.448 WF 300 Beam (200.86) (0.17) 0.04 0.01 0.01 0.95 114.57 143.42 (200.86) 16,517.53 1.88 3,207.449 WF 300 Beam 37.07 (0.01) 0.02 0.00 0.00 0.95 114.57 143.42 37.07 16,517.53 1.41 3,207.4410 WF 300 Beam (29.79) (0.04) 0.20 0.00 0.00 0.95 114.57 143.42 (29.79) 16,517.53 1.72 3,207.4411 WF 300 Beam 52.94 (0.01) 0.10 0.00 0.00 0.95 114.57 143.42 52.94 16,517.53 1.53 3,207.4412 WF 300 Beam (262.23) 0.21 (0.00) 0.02 0.02 0.95 114.57 143.42 (262.23) 16,517.53 1.86 3,207.4413 WF 300 Beam (225.33) (0.15) (0.43) 0.01 0.01 0.95 129.90 143.42 (225.33) 16,517.53 1.24 3,207.4414 WF 300 Beam (572.71) 0.05 0.37 0.03 0.03 0.95 129.90 143.42 (572.71) 16,517.53 1.02 3,207.4415 WF 300 Beam 1,111.80 (0.86) (0.03) 0.07 0.07 0.95 114.57 143.42 1,111.80 16,517.53 2.04 3,207.4416 WF 300 Beam 1,150.41 0.74 0.08 0.07 0.07 0.95 114.57 143.42 1,150.41 16,517.53 1.74 3,207.4417 WF 300 Beam (365.85) 0.06 0.04 0.02 0.02 0.95 114.57 143.42 (365.85) 16,517.53 1.07 3,207.4418 WF 300 Beam (344.48) (0.07) (0.02) 0.02 0.02 0.95 114.57 143.42 (344.48) 16,517.53 1.10 3,207.4419 WF 300 Beam (308.60) 0.05 0.05 0.02 0.02 0.95 114.57 143.42 (308.60) 16,517.53 1.06 3,207.4420 WF 300 Beam (400.39) 0.07 (0.34) 0.02 0.02 0.95 129.90 143.42 (400.39) 16,517.53 1.05 3,207.4421 WF 300 Beam (802.85) (0.05) 0.11 0.05 0.05 0.95 129.90 143.42 (802.85) 16,517.53 1.02 3,207.4422 WF 300 Beam 1,063.65 (0.92) (0.02) 0.06 0.06 0.95 114.57 143.42 1,063.65 16,517.53 2.14 3,207.4423 WF 300 Beam 1,093.75 0.82 (0.08) 0.07 0.07 0.95 114.57 143.42 1,093.75 16,517.53 1.97 3,207.4424 WF 300 Beam (789.07) 0.16 (0.14) 0.05 0.05 0.95 114.57 143.42 (789.07) 16,517.53 1.13 3,207.4425 WF 300 Beam 724.01 (0.78) (0.13) 0.04 0.04 0.95 114.57 143.42 724.01 16,517.53 2.20 3,207.4426 WF 300 Beam 720.99 0.79 0.03 0.04 0.04 0.95 114.57 143.42 720.99 16,517.53 2.21 3,207.4427 WF 300 Beam (817.84) (0.06) (0.15) 0.05 0.05 0.95 129.90 143.42 (817.84) 16,517.53 1.02 3,207.4428 WF 300 Beam (817.84) 0.06 (0.15) 0.05 0.05 0.95 129.90 143.42 (817.84) 16,517.53 1.02 3,207.4429 WF 300 Beam 720.99 (0.79) 0.03 0.04 0.04 0.95 114.57 143.42 720.99 16,517.53 2.21 3,207.4430 WF 300 Beam 724.01 0.78 (0.13) 0.04 0.04 0.95 114.57 143.42 724.01 16,517.53 2.20 3,207.4431 WF 300 Beam (789.07) (0.16) (0.14) 0.05 0.05 0.95 114.57 143.42 (789.07) 16,517.53 1.13 3,207.4432 WF 300 Beam 1,093.75 (0.82) (0.08) 0.07 0.07 0.95 114.57 143.42 1,093.75 16,517.53 1.97 3,207.4433 WF 300 Beam 1,063.65 0.92 (0.02) 0.06 0.06 0.95 114.57 143.42 1,063.65 16,517.53 2.14 3,207.4434 WF 300 Beam (802.85) 0.05 0.11 0.05 0.05 0.95 129.90 143.42 (802.85) 16,517.53 1.02 3,207.4435 WF 300 Beam (400.39) (0.07) (0.34) 0.02 0.02 0.95 129.90 143.42 (400.39) 16,517.53 1.05 3,207.4436 WF 300 Beam (308.60) (0.05) 0.05 0.02 0.02 0.95 114.57 143.42 (308.60) 16,517.53 1.06 3,207.4437 WF 300 Beam (344.48) 0.07 (0.02) 0.02 0.02 0.95 114.57 143.42 (344.48) 16,517.53 1.10 3,207.4438 WF 300 Beam (365.85) (0.06) 0.04 0.02 0.02 0.95 114.57 143.42 (365.85) 16,517.53 1.07 3,207.4439 WF 300 Beam 1,150.41 (0.74) 0.08 0.07 0.07 0.95 114.57 143.42 1,150.41 16,517.53 1.74 3,207.4440 WF 300 Beam 1,111.80 0.86 (0.03) 0.07 0.07 0.95 114.57 143.42 1,111.80 16,517.53 2.04 3,207.4441 WF 300 Beam (572.71) (0.05) 0.37 0.03 0.03 0.95 129.90 143.42 (572.71) 16,517.53 1.02 3,207.4442 WF 300 Beam (225.33) 0.15 (0.43) 0.01 0.01 0.95 129.90 143.42 (225.33) 16,517.53 1.24 3,207.4443 WF 300 Beam (262.23) (0.21) (0.00) 0.02 0.02 0.95 114.57 143.42 (262.23) 16,517.53 1.86 3,207.4444 WF 300 Beam 52.94 0.01 0.10 0.00 0.00 0.95 114.57 143.42 52.94 16,517.53 1.53 3,207.4445 WF 300 Beam (29.79) 0.04 0.20 0.00 0.00 0.95 114.57 143.42 (29.79) 16,517.53 1.72 3,207.4446 WF 300 Beam 37.07 0.01 0.02 0.00 0.00 0.95 114.57 143.42 37.07 16,517.53 1.41 3,207.4447 WF 300 Beam (200.86) 0.17 0.04 0.01 0.01 0.95 114.57 143.42 (200.86) 16,517.53 1.88 3,207.4448 WF 300 Beam (169.66) (0.13) 0.22 0.01 0.01 0.95 129.90 143.42 (169.66) 16,517.53 1.28 3,207.44
PT. TRIMANTARA UNGGUL PERKASA
TABLE: Steel Design 3 - Shear Details - AISC-LRFD93Frame DesignSect DesignType Status VMajorCombo VMajorRatio VuMajDsgn PhiVnMaj TuMajor VMinorRatio VuMinDsgn PhiVnMin TuMinor SRLimit RLLF
Text Text Text Text Text Unitless Tonf Tonf Tonf-mm Unitless Tonf Tonf Tonf-mm Unitless Unitless1 WF 800 Beam No Messages DSTL2 0.16 34.42 212.61 - - 34.42 246.78 - 0.95 1.002 WF 800 Beam No Messages DSTL2 0.16 34.03 212.61 - - 34.03 246.78 - 0.95 1.003 WF 800 Beam No Messages DSTL2 0.15 31.37 212.61 - - 31.37 246.78 - 0.95 1.004 WF 800 Beam No Messages DSTL2 0.15 31.37 212.61 - - 31.37 246.78 - 0.95 1.005 WF 800 Beam No Messages DSTL2 0.16 34.03 212.61 - - 34.03 246.78 - 0.95 1.006 WF 800 Beam No Messages DSTL2 0.16 34.42 212.61 - - 34.42 246.78 - 0.95 1.007 WF 300 Beam No Messages DSTL1 0.00 0.13 37.02 - - 0.13 42.71 - 0.95 1.008 WF 300 Beam No Messages DSTL1 0.00 0.17 37.02 - - 0.17 42.71 - 0.95 1.009 WF 300 Beam No Messages DSTL1 0.00 0.07 37.02 - - 0.07 42.71 - 0.95 1.0010 WF 300 Beam No Messages DSTL2 0.00 0.04 37.02 - - 0.04 42.71 - 0.95 1.0011 WF 300 Beam No Messages DSTL2 0.00 0.08 37.02 - - 0.08 42.71 - 0.95 1.0012 WF 300 Beam No Messages DSTL2 0.01 0.21 37.02 - - 0.21 42.71 - 0.95 1.0013 WF 300 Beam No Messages DSTL2 0.00 0.15 37.02 - - 0.15 42.71 - 0.95 1.0014 WF 300 Beam No Messages DSTL2 0.00 0.05 37.02 - - 0.05 42.71 - 0.95 1.0015 WF 300 Beam No Messages DSTL2 0.03 0.93 37.02 - - 0.93 42.71 - 0.95 1.0016 WF 300 Beam No Messages DSTL2 0.02 0.81 37.02 - - 0.81 42.71 - 0.95 1.0017 WF 300 Beam No Messages DSTL2 0.00 0.06 37.02 - - 0.06 42.71 - 0.95 1.0018 WF 300 Beam No Messages DSTL1 0.00 0.07 37.02 - - 0.07 42.71 - 0.95 1.0019 WF 300 Beam No Messages DSTL1 0.00 0.07 37.02 - - 0.07 42.71 - 0.95 1.0020 WF 300 Beam No Messages DSTL2 0.00 0.07 37.02 - - 0.07 42.71 - 0.95 1.0021 WF 300 Beam No Messages DSTL2 0.00 0.05 37.02 - - 0.05 42.71 - 0.95 1.0022 WF 300 Beam No Messages DSTL2 0.03 0.98 37.02 - - 0.98 42.71 - 0.95 1.0023 WF 300 Beam No Messages DSTL2 0.02 0.89 37.02 - - 0.89 42.71 - 0.95 1.0024 WF 300 Beam No Messages DSTL2 0.00 0.16 37.02 - - 0.16 42.71 - 0.95 1.0025 WF 300 Beam No Messages DSTL2 0.02 0.85 37.02 - - 0.85 42.71 - 0.95 1.0026 WF 300 Beam No Messages DSTL2 0.02 0.86 37.02 - - 0.86 42.71 - 0.95 1.0027 WF 300 Beam No Messages DSTL2 0.00 0.06 37.02 - - 0.06 42.71 - 0.95 1.0028 WF 300 Beam No Messages DSTL2 0.00 0.06 37.02 - - 0.06 42.71 - 0.95 1.0029 WF 300 Beam No Messages DSTL2 0.02 0.86 37.02 - - 0.86 42.71 - 0.95 1.0030 WF 300 Beam No Messages DSTL2 0.02 0.85 37.02 - - 0.85 42.71 - 0.95 1.0031 WF 300 Beam No Messages DSTL2 0.00 0.16 37.02 - - 0.16 42.71 - 0.95 1.0032 WF 300 Beam No Messages DSTL2 0.02 0.89 37.02 - - 0.89 42.71 - 0.95 1.0033 WF 300 Beam No Messages DSTL2 0.03 0.98 37.02 - - 0.98 42.71 - 0.95 1.0034 WF 300 Beam No Messages DSTL2 0.00 0.05 37.02 - - 0.05 42.71 - 0.95 1.0035 WF 300 Beam No Messages DSTL2 0.00 0.07 37.02 - - 0.07 42.71 - 0.95 1.0036 WF 300 Beam No Messages DSTL1 0.00 0.07 37.02 - - 0.07 42.71 - 0.95 1.0037 WF 300 Beam No Messages DSTL1 0.00 0.07 37.02 - - 0.07 42.71 - 0.95 1.0038 WF 300 Beam No Messages DSTL2 0.00 0.06 37.02 - - 0.06 42.71 - 0.95 1.0039 WF 300 Beam No Messages DSTL2 0.02 0.81 37.02 - - 0.81 42.71 - 0.95 1.0040 WF 300 Beam No Messages DSTL2 0.03 0.93 37.02 - - 0.93 42.71 - 0.95 1.0041 WF 300 Beam No Messages DSTL2 0.00 0.05 37.02 - - 0.05 42.71 - 0.95 1.0042 WF 300 Beam No Messages DSTL2 0.00 0.15 37.02 - - 0.15 42.71 - 0.95 1.0043 WF 300 Beam No Messages DSTL2 0.01 0.21 37.02 - - 0.21 42.71 - 0.95 1.0044 WF 300 Beam No Messages DSTL2 0.00 0.08 37.02 - - 0.08 42.71 - 0.95 1.0045 WF 300 Beam No Messages DSTL2 0.00 0.04 37.02 - - 0.04 42.71 - 0.95 1.0046 WF 300 Beam No Messages DSTL1 0.00 0.07 37.02 - - 0.07 42.71 - 0.95 1.0047 WF 300 Beam No Messages DSTL1 0.00 0.17 37.02 - - 0.17 42.71 - 0.95 1.0048 WF 300 Beam No Messages DSTL1 0.00 0.13 37.02 - - 0.13 42.71 - 0.95 1.00
PT. TRIMANTARA UNGGUL PERKASA
Check Pelat :
TABLE: Element Forces - Area ShellsArea AreaElem ShellType Joint OutputCase CaseType M11 M22 M12Text Text Text Text Text Text N-mm/mm N-mm/mm N-mm/mm
4 1 Shell-Thin 1 COMB1 Combination 11,771.56 11,929.47 (4,029.16)
4 1 Shell-Thin 16 COMB1 Combination (40,777.07) (2,291.60) (3,542.67)
4 1 Shell-Thin 17 COMB1 Combination (38,636.07) (2,496.76) (3,101.42)
4 1 Shell-Thin 3 COMB1 Combination 8,153.98 (1,086.07) (3,587.91)
4 1 Shell-Thin 1 COMB2 Combination 42,382.78 17,528.75 2,879.60
4 1 Shell-Thin 16 COMB2 Combination (163,067.92) (6,012.14) 2,235.08
4 1 Shell-Thin 17 COMB2 Combination (179,600.31) (93,119.56) (1,654.04)
4 1 Shell-Thin 3 COMB2 Combination 37,477.27 5,180.82 (1,009.53)
5 2 Shell-Thin 3 COMB1 Combination 8,229.79 (707.02) (2,089.79)
5 2 Shell-Thin 17 COMB1 Combination (38,657.17) (2,602.29) (1,957.28)
5 2 Shell-Thin 18 COMB1 Combination (38,670.83) (4,508.25) (900.67)
5 2 Shell-Thin 5 COMB1 Combination 8,786.02 2,321.74 (1,033.17)
5 2 Shell-Thin 3 COMB2 Combination 37,527.44 5,431.69 (12,297.39)
5 2 Shell-Thin 17 COMB2 Combination (179,583.94) (93,037.72) (8,252.49)
5 2 Shell-Thin 18 COMB2 Combination (150,972.77) (13,484.57) (12,217.26)
5 2 Shell-Thin 5 COMB2 Combination 34,784.63 6,681.59 (16,262.16)
6 3 Shell-Thin 5 COMB1 Combination 8,753.41 2,158.65 (303.00)
6 3 Shell-Thin 18 COMB1 Combination (38,651.90) (4,413.62) (303.00)
6 3 Shell-Thin 19 COMB1 Combination (38,651.90) (4,413.62) 303.00
6 3 Shell-Thin 7 COMB1 Combination 8,753.41 2,158.65 303.00
6 3 Shell-Thin 5 COMB2 Combination 35,068.07 8,098.78 (14,706.02)
6 3 Shell-Thin 18 COMB2 Combination (151,283.80) (15,039.73) (9,696.89)
6 3 Shell-Thin 19 COMB2 Combination (134,519.27) (9,584.99) (6,468.07)
6 3 Shell-Thin 7 COMB2 Combination 31,132.80 6,680.69 (11,477.21)
7 4 Shell-Thin 7 COMB1 Combination 8,786.02 2,321.74 1,033.17
7 4 Shell-Thin 19 COMB1 Combination (38,670.83) (4,508.25) 900.67
7 4 Shell-Thin 20 COMB1 Combination (38,657.17) (2,602.29) 1,957.28
7 4 Shell-Thin 9 COMB1 Combination 8,229.79 (707.02) 2,089.79
7 4 Shell-Thin 7 COMB2 Combination 31,237.63 7,204.86 (7,608.76)
7 4 Shell-Thin 19 COMB2 Combination (134,673.03) (10,353.79) (3,606.84)
7 4 Shell-Thin 20 COMB2 Combination (121,917.54) (11,049.52) (183.34)7 4 Shell-Thin 9 COMB2 Combination
PT. TRIMANTARA UNGGUL PERKASA
26,796.89 1,451.27 (4,185.26)
8 5 Shell-Thin 9 COMB1 Combination 8,153.98 (1,086.07) 3,587.91
8 5 Shell-Thin 20 COMB1 Combination (38,636.07) (2,496.76) 3,101.42
8 5 Shell-Thin 21 COMB1 Combination (40,777.07) (2,291.60) 3,542.67
8 5 Shell-Thin 11 COMB1 Combination 11,771.56 11,929.47 4,029.16
8 5 Shell-Thin 9 COMB2 Combination 26,644.45 689.05 2,051.82
8 5 Shell-Thin 20 COMB2 Combination (121,851.19) (10,717.78) 189.16
8 5 Shell-Thin 21 COMB2 Combination (131,060.31) (13,012.79) 1,788.43
8 5 Shell-Thin 11 COMB2 Combination 35,431.33 23,224.82 3,651.10
9 6 Shell-Thin 16 COMB1 Combination (25,620.29) 739.75 (2,599.73)
9 6 Shell-Thin 24 COMB1 Combination (50,448.78) (704.43) (1,728.75)
9 6 Shell-Thin 25 COMB1 Combination (49,389.91) (2,948.56) (1,184.95)
9 6 Shell-Thin 17 COMB1 Combination (25,145.30) 201.39 (2,055.93)
9 6 Shell-Thin 16 COMB2 Combination (102,396.54) 6,122.13 (1,363.68)
9 6 Shell-Thin 24 COMB2 Combination (201,403.89) (6,989.57) (1,169.88)
9 6 Shell-Thin 25 COMB2 Combination (214,206.29) (98,181.83) (279.39)
9 6 Shell-Thin 17 COMB2 Combination (125,033.10) (82,206.12) (473.19)
10 7 Shell-Thin 17 COMB1 Combination (25,166.40) 95.86 (1,402.84)
10 7 Shell-Thin 25 COMB1 Combination (49,376.63) (2,882.18) (1,010.24)
10 7 Shell-Thin 26 COMB1 Combination (48,898.36) (4,049.52) (555.21)
10 7 Shell-Thin 18 COMB1 Combination (25,322.79) (1,838.64) (947.82)
10 7 Shell-Thin 17 COMB2 Combination (125,016.74) (82,124.28) (2,445.38)
10 7 Shell-Thin 25 COMB2 Combination (214,186.99) (98,085.31) 2,924.80
10 7 Shell-Thin 26 COMB2 Combination (196,100.66) (12,377.72) 4,175.37
10 7 Shell-Thin 18 COMB2 Combination (97,194.02) (2,728.82) (1,194.81)
11 8 Shell-Thin 18 COMB1 Combination (25,303.87) (1,744.01) (250.89)
11 8 Shell-Thin 26 COMB1 Combination (48,899.38) (4,054.61) (250.89)
11 8 Shell-Thin 27 COMB1 Combination (48,899.38) (4,054.61) 250.89
11 8 Shell-Thin 19 COMB1 Combination (25,303.87) (1,744.01) 250.89
11 8 Shell-Thin 18 COMB2 Combination (97,505.05) (4,283.97) 612.22
11 8 Shell-Thin 26 COMB2 Combination (196,323.72) (13,493.04) 6,734.12
11 8 Shell-Thin 27 COMB2 Combination (193,897.04) (1,034.53) 9,961.28
11 8 Shell-Thin 19 COMB2 Combination (81,694.68) 979.93 3,839.38
12 9 Shell-Thin 19 COMB1 Combination (25,322.79) (1,838.64) 947.82
12 9 Shell-Thin 27 COMB1 Combination (48,898.36) (4,049.52) 555.21
PT. TRIMANTARA UNGGUL PERKASA
12 9 Shell-Thin 28 COMB1 Combination (49,376.63) (2,882.18) 1,010.24
12 9 Shell-Thin 20 COMB1 Combination (25,166.40) 95.86 1,402.84
12 9 Shell-Thin 19 COMB2 Combination (81,848.44) 211.13 8,247.24
12 9 Shell-Thin 27 COMB2 Combination (193,673.56) 82.85 11,498.86
12 9 Shell-Thin 28 COMB2 Combination (215,950.51) (82,495.79) 8,331.88
12 9 Shell-Thin 20 COMB2 Combination (68,394.57) (344.92) 5,080.27
13 10 Shell-Thin 20 COMB1 Combination (25,145.30) 201.39 2,055.93
13 10 Shell-Thin 28 COMB1 Combination (49,389.91) (2,948.56) 1,184.95
13 10 Shell-Thin 29 COMB1 Combination (50,448.78) (704.43) 1,728.75
13 10 Shell-Thin 21 COMB1 Combination (25,620.29) 739.75 2,599.73
13 10 Shell-Thin 20 COMB2 Combination (68,328.22) (13.19) (1,763.70)
13 10 Shell-Thin 28 COMB2 Combination (215,949.81) (82,492.30) (1,547.88)
13 10 Shell-Thin 29 COMB2 Combination (193,638.12) (1,436.18) (4,554.40)
13 10 Shell-Thin 21 COMB2 Combination (74,237.74) (1,648.28) (4,770.22)
14 11 Shell-Thin 24 COMB1 Combination (45,443.87) 296.55 (446.44)
14 11 Shell-Thin 32 COMB1 Combination (45,443.87) 296.55 446.44
14 11 Shell-Thin 33 COMB1 Combination (44,839.41) (2,038.46) 446.44
14 11 Shell-Thin 25 COMB1 Combination (44,839.41) (2,038.46) (446.44)
14 11 Shell-Thin 24 COMB2 Combination (185,480.44) (3,804.88) 938.58
14 11 Shell-Thin 32 COMB2 Combination (165,589.51) 4,173.54 (130.56)
14 11 Shell-Thin 33 COMB2 Combination (189,254.75) (77,153.29) 1,956.78
14 11 Shell-Thin 25 COMB2 Combination (198,910.03) (95,122.58) 3,025.92
15 12 Shell-Thin 25 COMB1 Combination (44,826.14) (1,972.08) (259.79)
15 12 Shell-Thin 33 COMB1 Combination (44,826.14) (1,972.08) 259.79
15 12 Shell-Thin 34 COMB1 Combination (44,439.78) (3,157.80) 259.79
15 12 Shell-Thin 26 COMB1 Combination (44,439.78) (3,157.80) (259.79)
15 12 Shell-Thin 25 COMB2 Combination (198,890.73) (95,026.06) 4,507.43
15 12 Shell-Thin 33 COMB2 Combination (189,255.45) (77,156.78) 6,582.13
15 12 Shell-Thin 34 COMB2 Combination (171,198.44) 4,577.87 9,490.19
15 12 Shell-Thin 26 COMB2 Combination (178,383.16) (8,834.22) 7,415.49
16 13 Shell-Thin 26 COMB1 Combination (44,440.80) (3,162.89) 0.00
16 13 Shell-Thin 34 COMB1 Combination (44,440.80) (3,162.89) 0.00
16 13 Shell-Thin 35 COMB1 Combination (44,440.80) (3,162.89) 0.00
16 13 Shell-Thin 27 COMB1 Combination (44,440.80) (3,162.89) 0.00
16 13 Shell-Thin 26 COMB2 Combination (178,606.22) (9,949.54) 10,600.60
PT. TRIMANTARA UNGGUL PERKASA
16 13 Shell-Thin 34 COMB2 Combination (171,421.92) 3,460.50 10,600.60
16 13 Shell-Thin 35 COMB2 Combination (178,606.22) (9,949.54) 10,600.60
16 13 Shell-Thin 27 COMB2 Combination (171,421.92) 3,460.50 10,600.60
17 14 Shell-Thin 27 COMB1 Combination (44,439.78) (3,157.80) 259.79
17 14 Shell-Thin 35 COMB1 Combination (44,439.78) (3,157.80) (259.79)
17 14 Shell-Thin 36 COMB1 Combination (44,826.14) (1,972.08) (259.79)
17 14 Shell-Thin 28 COMB1 Combination (44,826.14) (1,972.08) 259.79
17 14 Shell-Thin 27 COMB2 Combination (171,198.44) 4,577.87 9,490.19
17 14 Shell-Thin 35 COMB2 Combination (178,383.16) (8,834.22) 7,415.49
17 14 Shell-Thin 36 COMB2 Combination (198,890.73) (95,026.06) 4,507.43
17 14 Shell-Thin 28 COMB2 Combination (189,255.45) (77,156.78) 6,582.13
18 15 Shell-Thin 28 COMB1 Combination (44,839.41) (2,038.46) 446.44
18 15 Shell-Thin 36 COMB1 Combination (44,839.41) (2,038.46) (446.44)
18 15 Shell-Thin 37 COMB1 Combination (45,443.87) 296.55 (446.44)
18 15 Shell-Thin 29 COMB1 Combination (45,443.87) 296.55 446.44
18 15 Shell-Thin 28 COMB2 Combination (189,254.75) (77,153.29) 1,956.78
18 15 Shell-Thin 36 COMB2 Combination (198,910.03) (95,122.58) 3,025.92
18 15 Shell-Thin 37 COMB2 Combination (185,480.44) (3,804.88) 938.58
18 15 Shell-Thin 29 COMB2 Combination (165,589.51) 4,173.54 (130.56)
19 16 Shell-Thin 32 COMB1 Combination (50,448.78) (704.43) 1,728.75
19 16 Shell-Thin 40 COMB1 Combination (25,620.29) 739.75 2,599.73
19 16 Shell-Thin 41 COMB1 Combination (25,145.30) 201.39 2,055.93
19 16 Shell-Thin 33 COMB1 Combination (49,389.91) (2,948.56) 1,184.95
19 16 Shell-Thin 32 COMB2 Combination (193,638.12) (1,436.18) (4,554.40)
19 16 Shell-Thin 40 COMB2 Combination (74,237.74) (1,648.28) (4,770.22)
19 16 Shell-Thin 41 COMB2 Combination (68,328.22) (13.19) (1,763.70)
19 16 Shell-Thin 33 COMB2 Combination (215,949.81) (82,492.30) (1,547.88)
20 17 Shell-Thin 33 COMB1 Combination (49,376.63) (2,882.18) 1,010.24
20 17 Shell-Thin 41 COMB1 Combination (25,166.40) 95.86 1,402.84
20 17 Shell-Thin 42 COMB1 Combination (25,322.79) (1,838.64) 947.82
20 17 Shell-Thin 34 COMB1 Combination (48,898.36) (4,049.52) 555.21
20 17 Shell-Thin 33 COMB2 Combination (215,950.51) (82,495.79) 8,331.88
20 17 Shell-Thin 41 COMB2 Combination (68,394.57) (344.92) 5,080.27
20 17 Shell-Thin 42 COMB2 Combination (81,848.44) 211.13 8,247.24
20 17 Shell-Thin 34 COMB2 Combination (193,673.56) 82.85 11,498.86
PT. TRIMANTARA UNGGUL PERKASA
21 18 Shell-Thin 34 COMB1 Combination (48,899.38) (4,054.61) 250.89
21 18 Shell-Thin 42 COMB1 Combination (25,303.87) (1,744.01) 250.89
21 18 Shell-Thin 43 COMB1 Combination (25,303.87) (1,744.01) (250.89)
21 18 Shell-Thin 35 COMB1 Combination (48,899.38) (4,054.61) (250.89)
21 18 Shell-Thin 34 COMB2 Combination (193,897.04) (1,034.53) 9,961.28
21 18 Shell-Thin 42 COMB2 Combination (81,694.68) 979.93 3,839.38
21 18 Shell-Thin 43 COMB2 Combination (97,505.05) (4,283.97) 612.22
21 18 Shell-Thin 35 COMB2 Combination (196,323.72) (13,493.04) 6,734.12
22 19 Shell-Thin 35 COMB1 Combination (48,898.36) (4,049.52) (555.21)
22 19 Shell-Thin 43 COMB1 Combination (25,322.79) (1,838.64) (947.82)
22 19 Shell-Thin 44 COMB1 Combination (25,166.40) 95.86 (1,402.84)
22 19 Shell-Thin 36 COMB1 Combination (49,376.63) (2,882.18) (1,010.24)
22 19 Shell-Thin 35 COMB2 Combination (196,100.66) (12,377.72) 4,175.37
22 19 Shell-Thin 43 COMB2 Combination (97,194.02) (2,728.82) (1,194.81)
22 19 Shell-Thin 44 COMB2 Combination (125,016.74) (82,124.28) (2,445.38)
22 19 Shell-Thin 36 COMB2 Combination (214,186.99) (98,085.31) 2,924.80
23 20 Shell-Thin 36 COMB1 Combination (49,389.91) (2,948.56) (1,184.95)
23 20 Shell-Thin 44 COMB1 Combination (25,145.30) 201.39 (2,055.93)
23 20 Shell-Thin 45 COMB1 Combination (25,620.29) 739.75 (2,599.73)
23 20 Shell-Thin 37 COMB1 Combination (50,448.78) (704.43) (1,728.75)
23 20 Shell-Thin 36 COMB2 Combination (214,206.29) (98,181.83) (279.39)
23 20 Shell-Thin 44 COMB2 Combination (125,033.10) (82,206.12) (473.19)
23 20 Shell-Thin 45 COMB2 Combination (102,396.54) 6,122.13 (1,363.68)
23 20 Shell-Thin 37 COMB2 Combination (201,403.89) (6,989.57) (1,169.88)
24 21 Shell-Thin 40 COMB1 Combination (40,777.07) (2,291.60) 3,542.67
24 21 Shell-Thin 2 COMB1 Combination 11,771.56 11,929.47 4,029.16
24 21 Shell-Thin 4 COMB1 Combination 8,153.98 (1,086.07) 3,587.91
24 21 Shell-Thin 41 COMB1 Combination (38,636.07) (2,496.76) 3,101.42
24 21 Shell-Thin 40 COMB2 Combination (131,060.31) (13,012.79) 1,788.43
24 21 Shell-Thin 2 COMB2 Combination 35,431.33 23,224.82 3,651.10
24 21 Shell-Thin 4 COMB2 Combination 26,644.45 689.05 2,051.82
24 21 Shell-Thin 41 COMB2 Combination (121,851.19) (10,717.78) 189.16
25 22 Shell-Thin 41 COMB1 Combination (38,657.17) (2,602.29) 1,957.28
25 22 Shell-Thin 4 COMB1 Combination 8,229.79 (707.02) 2,089.79
25 22 Shell-Thin 6 COMB1 Combination 8,786.02 2,321.74 1,033.17
PT. TRIMANTARA UNGGUL PERKASA
25 22 Shell-Thin 42 COMB1 Combination (38,670.83) (4,508.25) 900.67
25 22 Shell-Thin 41 COMB2 Combination (121,917.54) (11,049.52) (183.34)
25 22 Shell-Thin 4 COMB2 Combination 26,796.89 1,451.27 (4,185.26)
25 22 Shell-Thin 6 COMB2 Combination 31,237.63 7,204.86 (7,608.76)
25 22 Shell-Thin 42 COMB2 Combination (134,673.03) (10,353.79) (3,606.84)
26 23 Shell-Thin 42 COMB1 Combination (38,651.90) (4,413.62) 303.00
26 23 Shell-Thin 6 COMB1 Combination 8,753.41 2,158.65 303.00
26 23 Shell-Thin 8 COMB1 Combination 8,753.41 2,158.65 (303.00)
26 23 Shell-Thin 43 COMB1 Combination (38,651.90) (4,413.62) (303.00)
26 23 Shell-Thin 42 COMB2 Combination (134,519.27) (9,584.99) (6,468.07)
26 23 Shell-Thin 6 COMB2 Combination 31,132.80 6,680.69 (11,477.21)
26 23 Shell-Thin 8 COMB2 Combination 35,068.07 8,098.78 (14,706.02)
26 23 Shell-Thin 43 COMB2 Combination (151,283.80) (15,039.73) (9,696.89)
27 24 Shell-Thin 43 COMB1 Combination (38,670.83) (4,508.25) (900.67)
27 24 Shell-Thin 8 COMB1 Combination 8,786.02 2,321.74 (1,033.17)
27 24 Shell-Thin 10 COMB1 Combination 8,229.79 (707.02) (2,089.79)
27 24 Shell-Thin 44 COMB1 Combination (38,657.17) (2,602.29) (1,957.28)
27 24 Shell-Thin 43 COMB2 Combination (150,972.77) (13,484.57) (12,217.26)
27 24 Shell-Thin 8 COMB2 Combination 34,784.63 6,681.59 (16,262.16)
27 24 Shell-Thin 10 COMB2 Combination 37,527.44 5,431.69 (12,297.39)
27 24 Shell-Thin 44 COMB2 Combination (179,583.94) (93,037.72) (8,252.49)
28 25 Shell-Thin 44 COMB1 Combination (38,636.07) (2,496.76) (3,101.42)
28 25 Shell-Thin 10 COMB1 Combination 8,153.98 (1,086.07) (3,587.91)
28 25 Shell-Thin 12 COMB1 Combination 11,771.56 11,929.47 (4,029.16)
28 25 Shell-Thin 45 COMB1 Combination (40,777.07) (2,291.60) (3,542.67)
28 25 Shell-Thin 44 COMB2 Combination (179,600.31) (93,119.56) (1,654.04)
28 25 Shell-Thin 10 COMB2 Combination 37,477.27 5,180.82 (1,009.53)
28 25 Shell-Thin 12 COMB2 Combination 42,382.78 17,528.75 2,879.60
28 25 Shell-Thin 45 COMB2 Combination (163,067.92) (6,012.14) 2,235.08
29 26 Shell-Thin 13 COMB1 Combination (4,541.73) (843.27) (4,255.60)
29 26 Shell-Thin 15 COMB1 Combination (28,143.54) 251.84 (2,894.02)
29 26 Shell-Thin 16 COMB1 Combination (40,784.89) (2,330.72) (2,798.56)
29 26 Shell-Thin 1 COMB1 Combination 11,820.25 12,172.92 (4,160.14)
29 26 Shell-Thin 13 COMB2 Combination (17,523.65) (1,223.78) (2,542.26)
29 26 Shell-Thin 15 COMB2 Combination (110,159.06) 469.36 1,243.87
PT. TRIMANTARA UNGGUL PERKASA
29 26 Shell-Thin 16 COMB2 Combination (163,378.88) (7,566.94) 3,064.66
29 26 Shell-Thin 1 COMB2 Combination 42,657.30 18,901.35 (721.47)
30 27 Shell-Thin 15 COMB1 Combination (34,130.78) (945.61) (4,492.21)
30 27 Shell-Thin 23 COMB1 Combination (45,748.62) (385.92) (1,544.75)
30 27 Shell-Thin 24 COMB1 Combination (50,440.02) (660.64) (1,207.02)
30 27 Shell-Thin 16 COMB1 Combination (25,628.11) 700.64 (4,154.48)
30 27 Shell-Thin 15 COMB2 Combination (135,316.58) (4,562.15) (7,809.71)
30 27 Shell-Thin 23 COMB2 Combination (180,179.48) (1,085.26) 1,140.00
30 27 Shell-Thin 24 COMB2 Combination (201,584.30) (7,891.62) 2,169.47
30 27 Shell-Thin 16 COMB2 Combination (102,707.50) 4,567.34 (6,780.23)
31 28 Shell-Thin 23 COMB1 Combination (47,736.13) (783.42) (1,730.22)
31 28 Shell-Thin 31 COMB1 Combination (47,736.13) (783.42) 1,730.22
31 28 Shell-Thin 32 COMB1 Combination (45,435.11) 340.34 1,730.22
31 28 Shell-Thin 24 COMB1 Combination (45,435.11) 340.34 (1,730.22)
31 28 Shell-Thin 23 COMB2 Combination (187,858.72) (2,621.10) (5,017.80)
31 28 Shell-Thin 31 COMB2 Combination (175,550.42) (3,340.07) 4,209.89
31 28 Shell-Thin 32 COMB2 Combination (165,783.92) 3,201.50 4,249.07
31 28 Shell-Thin 24 COMB2 Combination (185,660.85) (4,706.93) (4,978.61)
32 29 Shell-Thin 31 COMB1 Combination (45,748.62) (385.92) 1,544.75
32 29 Shell-Thin 39 COMB1 Combination (34,130.78) (945.61) 4,492.21
32 29 Shell-Thin 40 COMB1 Combination (25,628.11) 700.64 4,154.48
32 29 Shell-Thin 32 COMB1 Combination (50,440.02) (660.64) 1,207.02
32 29 Shell-Thin 31 COMB2 Combination (164,075.04) (1,044.99) (3,868.78)
32 29 Shell-Thin 39 COMB2 Combination (112,140.05) (3,627.65) 2,815.88
32 29 Shell-Thin 40 COMB2 Combination (74,160.13) (1,260.23) 953.58
32 29 Shell-Thin 32 COMB2 Combination (193,832.52) (2,408.22) (5,731.08)
33 30 Shell-Thin 39 COMB1 Combination (28,143.54) 251.84 2,894.02
33 30 Shell-Thin 47 COMB1 Combination (4,541.73) (843.27) 4,255.60
33 30 Shell-Thin 2 COMB1 Combination 11,820.25 12,172.92 4,160.14
33 30 Shell-Thin 40 COMB1 Combination (40,784.89) (2,330.72) 2,798.56
33 30 Shell-Thin 39 COMB2 Combination (87,193.70) 1,361.62 1,997.27
33 30 Shell-Thin 47 COMB2 Combination (14,473.97) (1,943.98) 5,230.45
33 30 Shell-Thin 2 COMB2 Combination 35,448.47 23,310.50 4,438.75
33 30 Shell-Thin 40 COMB2 Combination (130,982.70) (12,624.74) 1,205.58
34 31 Shell-Thin 11 COMB1 Combination 11,820.25 12,172.92 4,160.14
PT. TRIMANTARA UNGGUL PERKASA
34 31 Shell-Thin 21 COMB1 Combination (40,784.89) (2,330.72) 2,798.56
34 31 Shell-Thin 22 COMB1 Combination (28,143.54) 251.84 2,894.02
34 31 Shell-Thin 14 COMB1 Combination (4,541.73) (843.27) 4,255.60
34 31 Shell-Thin 11 COMB2 Combination 35,448.47 23,310.50 4,438.75
34 31 Shell-Thin 21 COMB2 Combination (130,982.70) (12,624.74) 1,205.58
34 31 Shell-Thin 22 COMB2 Combination (87,193.70) 1,361.62 1,997.27
34 31 Shell-Thin 14 COMB2 Combination (14,473.97) (1,943.98) 5,230.45
35 32 Shell-Thin 21 COMB1 Combination (25,628.11) 700.64 4,154.48
35 32 Shell-Thin 29 COMB1 Combination (50,440.02) (660.64) 1,207.02
35 32 Shell-Thin 30 COMB1 Combination (45,748.62) (385.92) 1,544.75
35 32 Shell-Thin 22 COMB1 Combination (34,130.78) (945.61) 4,492.21
35 32 Shell-Thin 21 COMB2 Combination (74,160.13) (1,260.23) 953.58
35 32 Shell-Thin 29 COMB2 Combination (193,832.52) (2,408.22) (5,731.08)
35 32 Shell-Thin 30 COMB2 Combination (164,075.04) (1,044.99) (3,868.78)
35 32 Shell-Thin 22 COMB2 Combination (112,140.05) (3,627.65) 2,815.88
36 33 Shell-Thin 29 COMB1 Combination (45,435.11) 340.34 1,730.22
36 33 Shell-Thin 37 COMB1 Combination (45,435.11) 340.34 (1,730.22)
36 33 Shell-Thin 38 COMB1 Combination (47,736.13) (783.42) (1,730.22)
36 33 Shell-Thin 30 COMB1 Combination (47,736.13) (783.42) 1,730.22
36 33 Shell-Thin 29 COMB2 Combination (165,783.92) 3,201.50 4,249.07
36 33 Shell-Thin 37 COMB2 Combination (185,660.85) (4,706.93) (4,978.61)
36 33 Shell-Thin 38 COMB2 Combination (187,858.72) (2,621.10) (5,017.80)
36 33 Shell-Thin 30 COMB2 Combination (175,550.42) (3,340.07) 4,209.89
37 34 Shell-Thin 37 COMB1 Combination (50,440.02) (660.64) (1,207.02)
37 34 Shell-Thin 45 COMB1 Combination (25,628.11) 700.64 (4,154.48)
37 34 Shell-Thin 46 COMB1 Combination (34,130.78) (945.61) (4,492.21)
37 34 Shell-Thin 38 COMB1 Combination (45,748.62) (385.92) (1,544.75)
37 34 Shell-Thin 37 COMB2 Combination (201,584.30) (7,891.62) 2,169.47
37 34 Shell-Thin 45 COMB2 Combination (102,707.50) 4,567.34 (6,780.23)
37 34 Shell-Thin 46 COMB2 Combination (135,316.58) (4,562.15) (7,809.71)
37 34 Shell-Thin 38 COMB2 Combination (180,179.48) (1,085.26) 1,140.00
38 35 Shell-Thin 45 COMB1 Combination (40,784.89) (2,330.72) (2,798.56)
38 35 Shell-Thin 12 COMB1 Combination 11,820.25 12,172.92 (4,160.14)
38 35 Shell-Thin 48 COMB1 Combination (4,541.73) (843.27) (4,255.60)
38 35 Shell-Thin 46 COMB1 Combination (28,143.54) 251.84 (2,894.02)
PT. TRIMANTARA UNGGUL PERKASA
38 35 Shell-Thin 45 COMB2 Combination (163,378.88) (7,566.94) 3,064.66
38 35 Shell-Thin 12 COMB2 Combination 42,657.30 18,901.35 (721.47)
38 35 Shell-Thin 48 COMB2 Combination (17,523.65) (1,223.78) (2,542.26)
38 35 Shell-Thin 46 COMB2 Combination (110,159.06) 469.36 1,243.87
Dengan demikian diperoleh bahwa :
Mutama = 23,310.50 Nmm/mm
Dia = 16 mmjarak = 200 mmn = 6As = 1207 mmfy = 400 Mpa
Ts = 482,742.86 N
a = 1.62 mm
Mn = 40,367,312 Nmm
Faktor Keamanan = 1.73
PT. TRIMANTARA UNGGUL PERKASA
38 35 Shell-Thin 45 COMB2 Combination (163,378.88) (7,566.94) 3,064.66
38 35 Shell-Thin 12 COMB2 Combination 42,657.30 18,901.35 (721.47)
38 35 Shell-Thin 48 COMB2 Combination (17,523.65) (1,223.78) (2,542.26)
38 35 Shell-Thin 46 COMB2 Combination (110,159.06) 469.36 1,243.87
Dengan demikian diperoleh bahwa :
Mutama = 23,310.50 Nmm/mm
Dia = 16 mmjarak = 200 mmn = 6As = 1207 mmfy = 400 Mpa
Ts = 482,742.86 N
a = 1.62 mm
Mn = 40,367,312 Nmm
Faktor Keamanan = 1.73
PT. TRIMANTARA UNGGUL PERKASA
38 35 Shell-Thin 45 COMB2 Combination (163,378.88) (7,566.94) 3,064.66
38 35 Shell-Thin 12 COMB2 Combination 42,657.30 18,901.35 (721.47)
38 35 Shell-Thin 48 COMB2 Combination (17,523.65) (1,223.78) (2,542.26)
38 35 Shell-Thin 46 COMB2 Combination (110,159.06) 469.36 1,243.87
Dengan demikian diperoleh bahwa :
Mutama = 23,310.50 Nmm/mm
Dia = 16 mmjarak = 200 mmn = 6As = 1207 mmfy = 400 Mpa
Ts = 482,742.86 N
a = 1.62 mm
Mn = 40,367,312 Nmm
Faktor Keamanan = 1.73
PT. TRIMANTARA UNGGUL PERKASA
Mpembagi = (11,477.21) Nmm/mm
Dia = 13 mmjarak = 200 mmn = 6As = 796.7 mmfy = 400 Mpa
Ts = 318,685.71 N
a = 1.07 mm
Mn = 26,798,113 Nmm
Faktor Keamanan = 2.33
PT. TRIMANTARA UNGGUL PERKASA
Mpembagi = (11,477.21) Nmm/mm
Dia = 13 mmjarak = 200 mmn = 6As = 796.7 mmfy = 400 Mpa
Ts = 318,685.71 N
a = 1.07 mm
Mn = 26,798,113 Nmm
Faktor Keamanan = 2.33
PT. TRIMANTARA UNGGUL PERKASA
Mpembagi = (11,477.21) Nmm/mm
Dia = 13 mmjarak = 200 mmn = 6As = 796.7 mmfy = 400 Mpa
Ts = 318,685.71 N
a = 1.07 mm
Mn = 26,798,113 Nmm
Faktor Keamanan = 2.33
PT. TRIMANTARA UNGGUL PERKASA
CHECK REAKSI
TABLE: JointReactionsJoint OutputCase CaseType F1 F2 F3 M1 M2 M3Text Text Text N N N N-mm N-mm N-mm
1 COMB1 Combination 0 0 150,307.38 0 0 0
1 COMB2 Combination 0 0 500,190.62 0 0 0
2 COMB1 Combination 0 0 150,307.38 0 0 0
2 COMB2 Combination 0 0 392,942.79 0 0 0
3 COMB1 Combination 0 0 113,651.18 0 0 0
3 COMB2 Combination 0 0 432,382.84 0 0 0
4 COMB1 Combination 0 0 113,651.18 0 0 0
4 COMB2 Combination 0 0 325,143.37 0 0 0
5 COMB1 Combination 0 0 127,193.69 0 0 0
5 COMB2 Combination 0 0 458,247.22 0 0 0
6 COMB1 Combination 0 0 127,193.69 0 0 0
6 COMB2 Combination 0 0 383,231.94 0 0 0
7 COMB1 Combination 0 0 127,193.69 0 0 0
7 COMB2 Combination 0 0 383,231.94 0 0 0
8 COMB1 Combination 0 0 127,193.69 0 0 0
8 COMB2 Combination 0 0 458,247.22 0 0 0
9 COMB1 Combination 0 0 113,651.18 0 0 0
9 COMB2 Combination 0 0 325,143.37 0 0 0
10 COMB1 Combination 0 0 113,651.18 0 0 0
10 COMB2 Combination 0 0 432,382.84 0 0 0
11 COMB1 Combination 0 0 150,307.38 0 0 0
11 COMB2 Combination 0 0 392,942.79 0 0 0
12 COMB1 Combination 0 0 150,307.38 0 0 0
12 COMB2 Combination 0 0 500,190.62 0 0 0
PT. TRIMANTARA UNGGUL PERKASA
Berdasarkan hasil sondir , digunakan kondisi terburuk yakni ( SO 4 ) :
Digunakan : qc = 200 kg/cm2
JHP = 300 kg/cm
Dia. Bored Pile = 40.00
Luas = 1,257.14 cm2
Keliling = 125.71 cm
Berdasarkan Data Sondir
qc = 200.00 kg/cm2
JHL = 300.00 kg/cm
P =
= 91,352.38 kg
= 896,166.86 N
5
.
3
. KaJHLApqc
PT. TRIMANTARA UNGGUL PERKASA
TABLE: KEBUTUHAN BORED PILEJoint OutputCase CaseType F3 Bored Pile Jumlah SafetyText Text Text N Dia. 40 Tiang Factor
1 COMB2 Combination 500,190.62 896,166.86 1.00 1.79
2 COMB2 Combination 392,942.79 896,166.86 1.00 2.28
3 COMB2 Combination 432,382.84 896,166.86 1.00 2.07
4 COMB2 Combination 325,143.37 896,166.86 1.00 2.76
5 COMB2 Combination 458,247.22 896,166.86 1.00 1.96
6 COMB2 Combination 383,231.94 896,166.86 1.00 2.34
7 COMB2 Combination 383,231.94 896,166.86 1.00 2.34
8 COMB2 Combination 458,247.22 896,166.86 1.00 1.96
9 COMB2 Combination 325,143.37 896,166.86 1.00 2.76
10 COMB2 Combination 432,382.84 896,166.86 1.00 2.07
11 COMB2 Combination 392,942.79 896,166.86 1.00 2.28
12 COMB2 Combination 500,190.62 896,166.86 1.00 1.79
PT. TRIMANTARA UNGGUL PERKASA
KESIMPULAN :
Girder Memanjang : WF 800 Jarak 1,6 m
Girder Melintang : WF 300 Jarak 3,2 m
Plat Lantai : t = 25 c
Mutu K350
Tulangan Utama D16-200
Tulangan Pembagi D13-200
Pondasi Yang digunakan adalah Bored Pile Dia. 40 cm dengan jumlah 1 titik/ reaksi
