Perhitungan Tulangan Balok PERHITUNGAN STRUKTUR

126 4 .

3.4 Perhitungan Tulangan Balok

Setelah melakukan perhitungan mekanika akan didapatkan momen lentur, momen torsi dan gaya lintang, momen lentur ini akan digunakan untuk mendesain tulangan lentur balok induk. Tulangan lentur didesain berdasarkan momen lentur terbesar. Sedangkan tulangan sengkang didesain berdasarkan kombinasi gaya lintang dan momen torsi yang menghasilkan luas tulangan sengkang terbesar. Berikut disajikan momen terbesar masing-masing balok pada daerah tumpuan dan lapangan: Tabel 4. 25 Momen pada balok portal GEDUNG 1 : Lantai balok Momen frame tumpuan lapangan Torsi Gaya Lintang Kgm Kgm Kgm Kg Lantai Atap BA X 953 7844,84 7671,97 77,35 7438,79 BI X 955 28073,68 22547,31 642,15 16612,51 BA Y 1004 5056,25 10511,76 85,44 8136,89 BI Y 986 19842,97 29635,16 1200,26 16939,31 BTEPI 1019 11287,97 8628,09 1508,77 8739,35 lantai 8 BA X 855 10171,22 14513,93 161,08 14362,06 BI X 850 38389,94 33674,23 1358,77 28646,30 BA Y 897 10866,61 17845,94 136,79 13503,30 BI Y 881 37480,52 48146,44 2701,31 28614,72 BTEPI 918 21009,13 20602,45 5518,62 10208,73 lantai 7 BA X 743 10092,09 7126,36 277,86 9108,59 BI X 757 46310,26 24268,17 2399,91 22506,65 BA Y 812 15611,50 728,10 225,41 8159,08 BI Y 774 30377,16 59528,42 1906,49 27988,43 BTEPI 801 1444,52 7987,09 399,5 6136,83 lantai 6 BA X 638 10105,56 7628,41 322,22 9134,04 BI X 652 50750,68 24283,01 2773,75 23805,50 BA Y 685 6751,89 15805,60 284,80 10624,08 BI Y 669 30369,29 66393,47 2376,07 29634,99 BTEPI 696 1522,32 8405,09 391,98 6250,85 lantai 5 BA X 533 10571,61 6923,44 386,06 9073,58 BI X 535 56971,95 24231,72 3354,68 25227,30 BA Y 580 6804,15 16640,55 321,63 10672,90 BI Y 564 30336,27 71885,41 2847,65 31089,52 BTEPI 591 1637,48 8548,28 397,36 6619,44 lantai 4 BA X 426 24081,53 27128,74 416,69 27052,71 BI X 425 77696,67 71736,74 5075,53 55680,96 BA Y 470 17740,12 38242,63 324,81 29538,85 BI Y 454 53188,31 76470,36 6159,15 42989,55 BTEPI 498 8987,89 9546,25 4598,38 6125,56 127 Lantai balok Momen frame tumpuan lapangan Torsi Gaya Lintang Kgm Kgm Kgm Kg lantai 3 BA X 267 11125,10 13475,97 73,16 11803,52 BI X 268 53997,37 68374,86 146,53 33635,92 BA Y 334 6644,37 18202,49 410,26 10688,11 BI Y 326 31706,57 80951,19 3533,58 34329,31 BTEPI 358 1889,59 9794,5 437,64 7447,84 lantai 2 BA X 148 12625,44 10637,84 21,15 11072,85 BI X 136 54944,52 65491,55 91,85 32044,75 BA Y 202 6391,46 17321,70 408,65 10423,87 BI Y 194 30350,61 77038,51 3246,27 32457,91 BTEPI 226 1741,79 8839,22 384,73 6394,26 lantai 1 BA X 2 9269,52 11923,08 15,80 10970,54 BI X 3 50225,34 56340,74 83,86 16430,51 BA Y 69 6646,15 14282,22 278,31 10457,47 BI Y 53 30429,60 69904,85 2921,58 30643,62 BTEPI 93 1601,52 8303,9 383,25 6549,98 lantai basement BA X 1254 26458,81 17663,76 262,27 23086,56 BI X 1257 69601,45 56734,81 3326,67 47125,04 BA Y 1319 1878,49 36617,25 43,84 21336,37 BI Y 1293 80404,83 62371,35 5474,54 49893,83 BTEPI 1313 3115,66 15419,42 842,14 13720,64 Gedung 2 : Lantai balok Momen frame tumpuan lapangan Torsi Gaya Lintang Kgm Kgm Kgm Kg Lantai Atap BA X 961 7161,52 12813,68 99,88 9125,30 BI X 964 29501,51 23677,82 2300,69 17770,25 BA Y 989 9207,35 7030,26 63,14 8211,19 BI Y 977 38097,82 29959,11 835,46 17270,61 BTEPI 1006 7161,52 18663,1 2926,98 9980,6 lantai 8 BA X 825 9691,11 18555,65 159,03 13632,97 BI X 852 42208,86 27482,73 3094,06 21992,47 BA Y 885 13344,61 10943,05 234,63 12261,82 BI Y 865 56708,67 39228,94 1765,47 29974,49 BTEPI 894 16851,05 33051,36 3408,69 17264,82 lantai 7 BA X 715 10953,69 21079,50 248,68 15955,75 BI X 740 43304,89 35134,57 4511,31 24377,62 BA Y 772 11940,72 16209,21 204,64 14918,36 BI Y 753 64076,73 44229,13 1740,85 28983,91 BTEPI 782 16790,86 38197,3 3506,91 18569,15 lantai 6 BA X 603 11195,29 21086,77 278,95 15949,92 BI X 628 58325,78 34160,16 3688,36 24289,08 BA Y 660 12259,53 16308,09 252,52 14939,05 BI Y 648 44650,43 66342,40 2215,47 33055,30 BTEPI 670 16837,12 42932,3 3851,32 19816,79 128 Lantai balok Momen frame tumpuan lapangan Torsi Gaya Lintang Kgm Kgm Kgm Kg lantai 5 BA X 491 10915,72 21156,73 317,69 15965,56 BI X 516 66679,59 34804,72 3100,53 26373,67 BA Y 548 11697,33 16494,75 331,99 12877,64 BI Y 529 71507,21 43072,50 2556,55 28925,76 BTEPI 558 16278,41 46701,74 4340,34 20694,77 lantai 4 BA X 388 10236,72 21765,60 457,41 15590,05 BI X 391 78099,28 39296,61 3961,49 29725,74 BA Y 435 13399,79 19855,28 870,87 16064,33 BI Y 404 76954,71 42693,50 3704,22 32798,49 BTEPI 432 16111,76 52325,9 4993,92 21969,66 lantai 3 BA X 263 11091,34 23718,68 569,97 16891,00 BI X 265 37406,29 84043,18 7718,28 34585,12 BA Y 310 14340,40 19337,28 990,54 16720,72 BI Y 278 45952,34 83043,22 4140,71 38165,77 BTEPI 307 18075,78 58459,8 5221,16 24337,67 lantai 2 BA X 151 10533,66 22462,93 537,82 15874,13 BI X 153 35391,86 82114,74 7423,26 28458,28 BA Y 198 13348,89 17818,85 927,42 15639,91 BI Y 168 80195,81 72384,92 1026,40 50634,38 BTEPI 196 18865,86 56314,9 5145,86 23114,71 lantai 1 BA X 39 10550,23 22658,76 460,68 15934,81 BI X 41 35674,91 76022,30 6626,32 32141,15 BA Y 86 13398,39 71640,53 847,12 15719,96 BI Y 54 71640,53 71640,53 3498,24 34039,31 BTEPI 84 17017,77 50639,2 4942,94 21773,88 lantai basement BA X 1073 28244,13 53885,13 2192,79 38011,97 BI X 1075 80340,18 116228,55 6316,50 68451,46 BA Y 1126 51770,23 9564,72 3582,89 18776,56 BI Y 1088 97832,79 120105,35 1563,14 72891,92 BTEPI 1086 29644,98 52174,1 12785,54 36131,45 4.3.4.1Perhitungan Tulangan Lentur Balok a. Langkah-Langkah Perhitungan Penulangan Balok Anak: Data-data untuk perhitungan : • f’c = 25 Mpa • fy = 400 Mpa • Rl = 0.85 f’c = 21,25 MPa • ρ min = 1.4 fy = 0.0035 129 • ρ max = β1 . [ 450 600 + fy ] . Rl fy = 0.0203 • Fmax = β1 . 450 600 + fy = 0.3825 • Kmax = Fmax . { 1- Fmax 2} = 0.3825 . {1-{0.3825 2} = 0.3093 • h = 400 mm tinggi balok • b = 300 mm lebar balok • hf = 120 mm tebal plat • p = 40 mm tebal selimut beton • ∅ tul. tekan = 22 mm ; ∅ tul. tarik = 22 mm ; ∅ sengkang = 10 mm • d = h – P –12 ∅ tul. - ∅ sengkang tinggi efektif • d’ = P + ∅ sengkang + ½ ∅ tulangan • Besarnya gaya-gaya dalam yang terjadi didapat dari perhitungan di atas M lapangan = …… kgm momen lapangan M tumpuan = …… kgm momen tumpuan V = …… kg gaya geser T = …… kgm momen torsi bila ada b. Langkah-Langkah Perhitungan Tulangan Lentur Balok Anak : Cek bagian beton tertekan : A = Mn = Mu φ B = Rl.b.hf d – hf 2 A B Æ dihitung sebagai penampang persegi A B Æ dihitung sebagai penampang berflens Tulangan Ganda Double • Mu = …….. momen lapangan tumpuan • Mn = Mu φ φ = 0.8 • K = Mn b . d 2 . Rl K Kmax Æ Sebetulnya cukup dengan tulangan single K Kmax Æ Memang dibutuhkan tulangan tekan tulangan double • Dicoba tulangan tekan Æ As2 = As’= …. mm2 • M 2 = As 2 . fy . d - d’ • M 1 = M - M2 130 • Jika M 1 ≤ 0 , maka As’ dianggap = 0, perhitungan penampang tulangan single • Jika M1 ≥ 0 , maka As’ diperhitungkan • K = M 1 b . d 2 . Rl • F = 1 - K . 2 1 − • As1 = F . b . d . Rl fy • As = As1 2+ As2 = …. mm2 As = luas penampang tulangan tarik • Cek Tulangan : ρ = As b.d ρ min d’ d d’ dmax = 1 – fy600.Fmax β… SI ρ 1 = As terpasang – As’ b . d ρmax tulangan single ρ’ = β 1 . Rl fy d’ d . 600 600 - fy ρ 1 ρ’ Æ pengaruh tulangan tekan diabaikan dlm menghitung kapasitas penampang ρ 1 ρ’ Æ pengaruh tulangan tekan diperhitungkan. Tulangan Tunggal Single • Mu = …….. momen lapangan tumpuan • Mn = Mu φ φ = 0,8 • K = Mn b . d2 . Rl • F = 1 - K . 2 1 − jika F Fmax, maka digunakan tulangan double jika F ≤ Fmax, maka digunakan tulangan single • As = F . b . d . Rl fy Æ As terpasang =.... mm 2 • As terpasang = luas penampang tulangan • Cek Tulangan : ρ max = β1 . [ 450 600 + fy ] . Rl fy ρ min = 1.4 fy ρ = As terpasang b . d = ….. [ ρ min ≤ ρ ≤ ρ max ] 131 4.3.4.2Perhitungan Tulangan Geser Balok Langkah-Langkah Perhitungan Tulangan Geser Balok Anak : • V = Vu = …….. gaya lintang • Vn = Vu φ φ = 0,75 • φ .Vc = φ . 16 . √ f’c . b . d • Vu φ .Vc 2 Æ tidak perlu tulangan geser Æ dipakai tul. praktis Vu φ .Vc 2 Æ perlu tulangan geser • Cek Penampang : φ Vs max = 0.6 x 23 x √ f’c x b x d φ Vs = Vu - φ Vc φ Vs φ Vs max ……..OK • Jika Vu φ .Vc Æ perlu tulangan geser minimum Av = b . s 3 . fy s = ……. d2 , dengan s = jarak antar tulangan geser dalam arah memanjang mm • Jika Vu φ .Vc Æ perlu tulangan geser s = Vc Vn Av.d.fy , dengan Av = luas penampang 2 kaki tulangan geser mm 2 Syarat : s d 4 pada daerah sendi plastis Æ y = d s d 2 pada daerah di luar sendi plastis Æ y = 2h 4.3.4.3Perhitungan Tulangan Geser Balok Langkah-Langkah Perhitungan Tulangan Torsi Balok Anak : Kombinasi Geser Lentur Torsi 3 . hf 3 . hf 3 . hf 3 . hf hf mm h b 132 • Tn = Tu 0.75 = …… momen torsi • Vu = …… gaya lintang • Σ x 2 y = b 2 . h + hf 2 . 3 . hf = …… mm 3 • ct = b.d Σ x 2 y • x 1 = b – 2p - ∅ sengkang • Y 1 = h – 2p - ∅ sengkang • αt = at = 0.66 + 0.33 . Y 1 x 1 • Tc = VuTu} . ct2 0.4 {1 . . 15 2 + + ∑ y x c f • Ts = Tn – Tc • At s = Th-Tc αt . x 1 . y 1 . fy • A 1 = 2 At . X 1 + Y 1 s A 1 = luas penampang tulangan torsi Contoh Perhitungan Penulangan Balok Anak Ba1Ki frame 937 : Data-data untuk perhitungan : • f’c = 25 Mpa • fy = 400 Mpa • Rl = 0.85 f’c = 21,25 MPa • ρ min = 1.4 fy = 0.0035 • ρ max = β1 . [ 450 600 + fy ] . Rl fy = 0.0203 • Fmax = β1 . 450 600 + fy = 0.3825 • Kmax = Fmax . { 1- Fmax 2} = 0.3825 . {1-{0.3825 2} = 0.3093 • h = 400 mm tinggi balok • b = 300 mm lebar balok • hf = 120 mm tebal plat • p = 40 mm tebal selimut beton • ∅ tul. tekan = 22 mm ; ∅ tul. tarik = 22 mm ; ∅ sengkang = 10 mm • d = h – P –12 ∅ tul. - ∅ sengkang tinggi efektif = 400 – 40 – ½.22 – 10 = 339 mm • d’ = P + ∅ sengkang + ½ ∅ tulangan = 40 + 10 + ½.22 = 61 mm 133 Dari Perhitungan perataan beban eqivalen didapat : M tumpuan = 7844,84 kgm = 78448400 Nmm M lapangan = 7671,97 kgm = 76719700 Nmm V = 7438,79 kg = 74387900 Nmm T = 77,5 kg.m • Tulangan Tumpuan M tumpuan = 78448400 Nmm Mn = Mu φ = Mu 0,8 = 78448400 0,8 = 95.899.625 Nmm Cek bagian beton tertekan : A = Mn = 95.899.625 Nmm B = Rl . b . hf. d – hf2 = 0.85 × 25 × 300 × 120 339 – 1202 = 213.435.000 Nmm A B Æ dihitung penampang persegi K = Mn b . d 2 . Rl = 213.435.000 300 × 339 2 × 0,85 × 25 = 0,131 K Kmax Æ 0,131 0,3093 Sebetulnya cukup dengan tulangan single saja Namun dipakai tulangan tekan 2 ∅ 22 As’=As = 760 mm 2 M 2 = As 2 . fy . d - d’ = 760 × 400 × 339 – 61 = 84512000 Nmm M 1 = M - M 2 = 213.435.000 – 84.512.000 = 11.387.625 Nmm K = M1 b . d 2 . Rl = 11.387.625 300 × 339 2 × 0.85 × 25 = 0,016 F 1= 1 - K . 2 1 − = 1- √ 1- 2 × 0,016 = 0,016 134 As 1 = F . b . d . Rl fy = 0.0515 × 300 × 339 × 0.85 × 25 400 = 84,643 mm 2 As = As 1 + As 2 = 84,643 + 760 = 844,643 mm 2 dipakai tulangan tarik 3 ∅ 22 As terpasang = 1140 mm 2 Cek Tulangan : ρ = As b.d = 1140 300 x 339 = 0,011 ρ ρ min 0,011 0.0035 …OK d’ d = 61 339 = 0,180Æ d’ d d’ dmax 0.18 0.2372 ….OK ρ 1 = As terpasang – As’ b.d = 1140 – 760 300 × 339 = 0,004 Æ ρ 1 ρ max 0,004 0.0244 ρ’ = β1. Rl fy d’ d . 600 600 - fy = 0.85 × 25.5 400 × 0.18 × 600 600 - 400 = 0,024 ρ 1 ρ’ Æ pengaruh tulangan tekan diabaikan dalam menghitung kapasitas penampang dihitung sebagai tulangan single . • Tulangan Lapangan M lapangan = 7671,97 kgm Mn = Mu φ = Mu 0.8 = 76719700 0.8 = 98.060.500 Nmm Cek bagian beton tertekan : A = Mn = 98.060.500 Nmm B = Rl . b . hf. d – hf2 = 0.85 × 25 × 300 × 120 339 – 1202 = 213.435.000 Nmm A B Æ dihitung penampang persegi K = Mn b . d 2 . Rl = 98.060.500 300 × 339 2 × 0.85 × 25 = 0,134 135 K Kmax Æ 0,134 0.3093 Sebetulnya cukup dengan tulangan single saja Namun dipakai tulangan tekan 2 ∅ 22 As’=As = 760 cm 2 M 2 = As 2 . fy . d-d’ = 760 × 400 × 339 – 61 = 84512000 Nmm M 1 = M - M 2 = 98.060.500 – 84512000 = 13548500 Nmm K = M1 b . d 2 . Rl = 13548500 300 × 339 2 × 0.85 × 25 = 0,018 F 1= 1 - K . 2 1 − = 1- √ 1- 2 × 0,018 = 0,019 As 1 = F . b . d . Rl fy = 0,019 × 300 × 339 × 0.85 × 25 400 = 100,857 mm 2 As = As 1 + As 2 = 100,857 + 760 = 860,857 mm 2 dipakai tulangan tarik 3 ∅ 22 As terpasang = 1140 mm 2 Cek Tulangan : ρ = As b.d = 1140 30 x 33.9 = 0,011 ρ ρ min 0,011 0.0035 …OK 136 • Tulangan Geser V max = Vu = 7438,79 kg = 74387,9 N V max d 2h Vmin L = 3.5 m Pada Daerah Sendi Plastis y= d = 339 mm Vu terpakai = 3500 – 339 3500 x 74387,9 = 67182,901 N Vn = Vu φ = 67182,901 0.6 = 111971,501 N φ .Vc = φ . 16 √ f’c . b . d = 0.6 x 16 x √ 25 x 300 x 339 = 51867 N Vu φ .Vc Æ perlu tulangan geser φ Vs = Vu - φ Vc = 67182,901 – 51867 = 15316 N φ .Vs max = 0.6 . 23 √ f’c . b . d = 0.6 x 23 x √ 25 x 300 x 339 = 203400 N φ Vs φ Vs max ….OK penampang cukup direncanakan menggunakan sengkang ∅ 10 mm Av= 157 mm 2 s = Av . d . fy Vn - φ.Vc = 157 x 339 x 400 108055 – 55703 = 834 mm s = 834 mm d4 = 339 4 = 84.75 mm dipakai sengkang tulangan ∅ 10 – 150 Pada Daerah Di Luar Sendi Plastis y= 2 h = 800 mm Vu terpakai = 3500 – 800 3500 x 74387,9 137 = 57384,951 N Vn = Vu φ = 57384,951 0.6 = 95641,586 N φ .Vc = φ . 16 √ f’c . b . d = 0.6 x 16 x √ 25 x 300 x 339 = 51867 N Vu φ .Vc Æ perlu tulangan geser φ Vs = Vu - φ Vc = 57384,951 – 51867 = 5518 N φ .Vs max = 0.6 . 23 √ f’c . b . d = 0.6 x 23 x √ 25 x 300 x 339 = 203400 N φ Vs φ Vs max ….OK penampang cukup direncanakan menggunakan sengkang ∅ 10 mm Av= 157 mm 2 s = Av . d . fy Vn - φ.Vc = 157 x 339 x 400 95641,586 – 51867 = 2315 mm s = 2315 mm d2 = 339 4 = 84,75 mm dipakai sengkang tulangan ∅ 10 – 150 • Tulangan Kombinasi Geser Lentur dan Torsi Vu = 7438,79 kg = 74387,9 N Tu = 77,35 kgm = 773500 Nmm 3 . 120 mm 120 mm 400 mm 300 mm Tn = Tu 0.6 = 773500 0.6 = 1289166,67 Nmm Σ x 2 y = 300 2 x 400 + 120 2 x 3 x 120 = 41184000 mm 2 138 ct = b.d Σ x 2 y = 300 x 339 41184000 = 0.00247 x 1 = b – 2p - ∅ sengkang = 300 – 80 – 10 = 210 mm Y 1 = h – 2p - ∅ sengkang = 400 – 80 – 10 = 310 mm αt = at = 0.66 + 0.33 . Y 1 x 1 = 0.66 + 0.33 x 310 210 = 1.159 √f’c 15 . Σ x 2 y Tc = --------------------------------------- √ 1 + 0.4 + ct 2 . Vu Tu √30 15 . 41184000 = ------------------------------------------------------- √ 1 + 0.4 + 0.00247 2 x 74387,9 773500 = 879437,025 mm Ts = Tn – Tc = 1289166,67 – 879437,025 = 151896,308 N.mm At s = Tn - Tc αt . x 1 . y 1 . fy = 151896,308 1.159 x 210 x 310 x 400 = 2,362 A 1 = 2 At . X 1 + Y 1 s = 2 x 0,449 x 210 + 310 = 14,22 mm 2 digunakan tulangan torsi 2 ∅ 16 As = 402 mm 2 200 400 2 Ø 22 3 Ø 22 2 Ø 16 Ø 10 - 200 Gambar 4. 34 Penulangan Balok 140 Tabel 4. 26 Tulangan Lapangan Gedung 1 Penampang Biasa Lantai TIPE Tulangan Lapangan Mn=A Lap b h d d B Persegi K K max Frame Momen Lapangan kgm Mu Nmm Nmm mm mm mm mm Nmm Lantai Atap BA X 953 7671.97 76719700 95,899,625 300 400 339 61 213,435,000 ok 0.131 0.3093 BI X 955 22547.31 225473100 281,841,375 400 600 539 61 488,580,000 ok 0.114 0.3093 BA Y 1004 10511.76 105117600 131,397,000 300 400 339 61 213,435,000 ok 0.179 0.3093 BI Y 986 29635.16 296351600 370,439,500 400 600 539 61 488,580,000 ok 0.150 0.3093 BTEPI 1019 8628.09 86280900 107,851,125 200 300 239 61 91,290,000 berflens Lantai 8 BA X 855 14513.93 145139300 181,424,125 300 400 339 61 213,435,000 ok 0.248 0.3093 BI X 850 33674.23 336742300 420,927,875 400 600 539 61 488,580,000 ok 0.170 0.3093 BA Y 897 17845.94 178459400 223,074,250 300 400 339 61 213,435,000 berflens BI Y 881 48146.44 481464400 601,830,500 400 600 539 61 488,580,000 berflens BTEPI 918 20602.45 206024500 257,530,625 200 300 239 61 91,290,000 berflens Lantai 7 BA X 743 7126.36 71263600 89,079,500 300 400 339 61 213,435,000 ok 0.122 0.3093 BI X 757 24268.17 242681700 303,352,125 400 600 539 61 488,580,000 ok 0.123 0.3093 BA Y 812 728.10 7281000 9,101,250 300 400 339 61 213,435,000 ok 0.012 0.3093 BI Y 774 59528.42 595284200 744,105,250 400 600 539 61 488,580,000 berflens BTEPI 801 7987.09 79870900 99,838,625 200 300 239 61 91,290,000 berflens Lantai 6 BA X 638 7628.41 76284100 95,355,125 300 400 339 61 213,435,000 ok 0.130 0.3093 BI X 652 24283.01 242830100 303,537,625 400 600 539 61 488,580,000 ok 0.123 0.3093 BA Y 685 15805.60 158056000 197,570,000 300 400 339 61 213,435,000 ok 0.270 0.3093 BI Y 669 66393.47 663934700 829,918,375 400 600 539 61 488,580,000 berflens BTEPI 696 8405.09 84050900 105,063,625 200 300 239 61 91,290,000 berflens Lantai 5 BA X 533 6923.44 69234400 86,543,000 300 400 339 61 213,435,000 ok 0.118 0.3093 BI X 535 24231.72 242317200 302,896,500 400 600 539 61 488,580,000 ok 0.123 0.3093 BA Y 580 16640.55 166405500 208,006,875 300 400 339 61 213,435,000 ok 0.284 0.3093 BI Y 564 71885.41 718854100 898,567,625 400 600 539 61 488,580,000 berflens BTEPI 591 8548.28 85482800 106,853,500 200 400 339 61 142,290,000 ok 0.219 0.3093 Lantai 4 BA X 426 27128.74 271287400 339,109,250 300 400 339 61 213,435,000 berflens BI X 425 71736.74 717367400 896,709,250 400 600 539 61 488,580,000 berflens BA Y 470 38242.63 382426300 478,032,875 300 400 339 61 213,435,000 berflens 141 Lantai TIPE Tulangan Lapangan Mn=A Lap b h d d B Persegi K K max Frame Momen Lapangan kgm Mu Nmm Nmm mm mm mm mm Nmm BI Y 454 76470.36 764703600 955,879,500 400 600 539 61 488,580,000 berflens BTEPI 498 9546.25 95462500 119,328,125 200 400 339 61 142,290,000 ok 0.244 0.3093 Lantai 3 BA X 267 13475.97 134759700 168,449,625 300 400 339 61 213,435,000 ok 0.230 0.3093 BI X 268 68374.86 683748600 854,685,750 400 600 539 61 488,580,000 berflens BA Y 334 18202.49 182024900 227,531,125 300 400 339 61 213,435,000 berflens BI Y 326 80951.19 809511900 1,011,889,875 400 600 539 61 488,580,000 berflens BTEPI 358 9794.5 97945000 122,431,250 200 300 239 61 91,290,000 berflens Lantai 2 BA X 148 10637.84 106378400 132,973,000 300 400 339 61 213,435,000 berflens BI X 136 65491.55 654915500 818,644,375 400 600 539 61 488,580,000 berflens BA Y 202 17321.70 173217000 216,521,250 300 400 339 61 213,435,000 berflens BI Y 194 77038.51 770385100 962,981,375 400 600 539 61 488,580,000 berflens BTEPI 226 8839.22 88392200 110,490,250 200 300 239 61 91,290,000 berflens Lantai 1 BA X 2 11923.08 119230800 149,038,500 300 400 339 61 213,435,000 ok 0.203 0.3093 BI X 3 56340.74 563407400 704,259,250 400 600 539 61 488,580,000 berflens BA Y 69 14282.22 142822200 178,527,750 300 400 339 61 213,435,000 ok 0.244 0.3093 BI Y 53 69904.85 699048500 873,810,625 400 600 539 61 488,580,000 berflens BTEPI 93 8303.9 83039000 103,798,750 200 300 239 61 91,290,000 berflens Lantai Bsmnt BA X 1254 17663.76 176637600 220,797,000 300 400 339 61 213,435,000 berflens BI X 1257 56734.81 567348100 709,185,125 400 600 539 61 488,580,000 berflens BA Y 1319 36617.25 366172500 457,715,625 300 400 339 61 213,435,000 berflens BI Y 1293 62371.35 623713500 779,641,875 400 600 539 61 488,580,000 berflens BTEPI 1313 15419.42 154194200 192,742,750 200 300 239 61 91,290,000 berflens cek ABpersegi As coba Cek KKmax Dipake Tul tekan As=As2 M2 M1 K F As1 As Tul Terpake As tul tekan mm mm2 Nmm Nmm mm2 mm2 mm2 mm2 mm2 ok 2ø22 760 84512000 11,387,625 0.016 0.016 84.64255697 844.643 3ø22 1140 ok 2ø22 760 145312000 136529375 0.055 0.057 651.7991128 1411.799 4ø22 1521 ok 2ø22 760 84512000 46885000 0.064 0.066 357.5935283 1117.594 3ø22 1140 142 cek ABpersegi As coba Cek KKmax Dipake Tul tekan As=As2 M2 M1 K F As1 As Tul Terpake As tul tekan mm mm2 Nmm Nmm mm2 mm2 mm2 mm2 mm2 ok 2ø22 760 145312000 225127500 0.091 0.096 1096.694811 1856.695 5ø22 1901 ok 2ø22 760 84512000 96912125 0.132 0.142 769.4877813 1529.488 5ø22 1901 ok 2ø22 760 145312000 275615875 0.112 0.119 1358.988866 2118.989 6ø22 2661 ok 2ø22 760 84512000 4567500 0.006 0.006 33.78928773 793.789 3ø22 1140 ok 2ø22 760 145312000 158040125 0.064 0.066 758.1141712 1518.114 4ø22 1521 ok 2ø22 760 84512000 - 75,410,750 -0.103 -0.098 -530.119073 760.000 2ø22 760 ok 2ø22 760 84512000 10843125 0.015 0.015 80.56472423 840.565 3ø22 1140 ok 2ø22 760 145312000 158225625 0.064 0.066 759.0355856 1519.036 4ø22 1521 ok 2ø22 760 84512000 113058000 0.154 0.169 910.4775242 1670.478 5ø22 1901 ok 2ø22 760 84512000 2031000 0.003 0.003 14.99869497 774.999 3ø22 1140 ok 2ø22 760 145312000 157584500 0.064 0.066 755.8513308 1515.851 4ø22 1521 ok 2ø22 760 84512000 123494875 0.169 0.186 1004.018909 1764.019 5ø22 1901 ok 2ø22 760 84512000 22341500 0.046 0.047 168.7115422 760.000 2ø22 760 ok 2ø22 760 84512000 34816125 0.071 0.074 266.6243535 760.000 2ø22 760 ok 2ø22 760 84512000 83937625 0.115 0.122 659.2269977 1419.227 4ø22 1521 143 cek ABpersegi As coba Cek KKmax Dipake Tul tekan As=As2 M2 M1 K F As1 As Tul Terpake As tul tekan mm mm2 Nmm Nmm mm2 mm2 mm2 mm2 mm2 ok 2ø22 760 84512000 64526500 0.088 0.092 498.8929002 1258.893 4ø22 1521 ok 2ø22 760 84512000 94015750 0.128 0.138 744.6473213 1504.647 4ø22 1521 Cheking persegi dd ddmax ddmax dd ρ1 ρ ρ1ρ ρmin ρ ρmax ρminρρmax tul tkn diabaikan 0.0035 0.011 0.0203 ok 0.180 0.237 ok 0.004 0.024 ok 0.0035 0.007 0.0203 ok 0.113 0.237 ok 0.004 0.015 ok 0.0035 0.011 0.0203 ok 0.180 0.237 ok 0.004 0.024 ok 0.0035 0.009 0.0203 ok 0.113 0.237 ok 0.005 0.015 ok 0.0035 0.019 0.0203 ok 0.180 0.237 ok 0.011 0.024 ok 144 Cheking persegi dd ddmax ddmax dd ρ1 ρ ρ1ρ ρmin ρ ρmax ρminρρmax tul tkn diabaikan 0.0035 0.012 0.0203 ok 0.113 0.237 ok 0.009 0.015 ok 0.0035 0.011 0.0203 ok 0.180 0.237 ok 0.004 0.024 ok 0.0035 0.007 0.0203 ok 0.113 0.237 ok 0.004 0.015 ok 0.0035 0.007 0.0203 ok 0.180 0.237 ok 0.000 0.024 ok 0.0035 0.011 0.0203 ok 0.180 0.237 ok 0.004 0.024 ok 0.0035 0.007 0.0203 ok 0.113 0.237 ok 0.004 0.015 ok 0.0035 0.019 0.0203 ok 0.180 0.237 ok 0.011 0.024 ok 0.0035 0.011 0.0203 ok 0.180 0.237 ok 0.004 0.024 ok 0.0035 0.007 0.0203 ok 0.113 0.237 ok 0.004 0.015 ok 0.0035 0.019 0.0203 ok 0.180 0.237 ok 0.011 0.024 ok 0.0035 0.011 0.0203 ok 0.180 0.237 ok 0.000 0.024 ok 0.0035 0.011 0.0203 ok 0.180 0.237 ok 0.000 0.024 ok 0.0035 0.015 0.0203 ok 0.180 0.237 ok 0.007 0.024 ok 145 Cheking persegi dd ddmax ddmax dd ρ1 ρ ρ1ρ ρmin ρ ρmax ρminρρmax tul tkn diabaikan 0.0035 0.015 0.0203 ok 0.180 0.237 ok 0.007 0.024 ok 0.0035 0.015 0.0203 ok 0.180 0.237 ok 0.007 0.024 ok Tabel 4. 27 Tulangan Lapangan Gedung 1 Penampang Berflens TIPE Frame Momen Lapangan Mn=A Lap bw b h d d B AB Fmax kgm Mu Nmm Nmm mm mm mm mm mm Nmm berflens BTEPI 1019 8628.09 86280900 107,851,125 200 920 300 239 61 91290000 Ok 0.3825 BA Y 897 17845.94 178459400 223,074,250 300 1020 400 339 61 213435000 Ok 0.3825 BI Y 881 48146.44 481464400 601,830,500 400 1120 600 539 61 488580000 Ok 0.3825 BTEPI 918 20602.45 206024500 257,530,625 200 920 300 239 61 91290000 Ok 0.3825 BI Y 774 59528.42 595284200 744,105,250 400 1120 600 539 61 488580000 Ok 0.3825 BTEPI 801 7987.09 79870900 99,838,625 200 920 300 239 61 91290000 Ok 0.3825 BI Y 669 66393.47 663934700 829,918,375 400 1120 600 539 61 488580000 Ok 0.3825 BTEPI 696 8405.09 84050900 105,063,625 200 920 300 239 61 91290000 Ok 0.3825 146 TIPE Frame Momen Lapangan Mn=A Lap bw b h d d B AB Fmax kgm Mu Nmm Nmm mm mm mm mm mm Nmm berflens BI Y 564 71885.41 718854100 898,567,625 400 1120 600 539 61 488580000 Ok 0.3825 BA X 426 27128.74 271287400 339,109,250 300 1020 400 339 61 213435000 Ok 0.3825 BI X 425 71736.74 717367400 896,709,250 400 1120 600 539 61 488580000 Ok 0.3825 BA Y 470 38242.63 382426300 478,032,875 300 1020 400 339 61 213435000 Ok 0.3825 BI X 268 68374.86 683748600 854,685,750 400 1120 600 539 61 488580000 Ok 0.3825 BA Y 334 18202.49 182024900 227,531,125 300 1020 400 339 61 213435000 Ok 0.3825 BI Y 326 80951.19 809511900 1,011,889,875 400 1120 600 539 61 488580000 Ok 0.3825 BTEPI 358 9794.5 97945000 122,431,250 200 920 300 239 61 91290000 Ok 0.3825 BA Y 334 18202.49 182024900 227,531,125 300 1020 400 400 61 260100000 Ok 0.3825 BA X 148 10637.84 106378400 132,973,000 300 1020 400 339 61 213435000 Ok 0.3825 BI X 136 65491.55 654915500 818,644,375 400 1120 600 539 61 488580000 Ok 0.3825 BA Y 202 17321.70 173217000 216,521,250 300 1020 400 339 61 213435000 Ok 0.3825 BI Y 194 77038.51 770385100 962,981,375 400 1120 600 539 61 488580000 Ok 0.3825 BTEPI 226 8839.22 88392200 110,490,250 200 920 300 239 61 91290000 Ok 0.3825 BA Y 202 17321.70 173217000 216,521,250 300 1020 400 400 61 260100000 Ok 0.3825 BI X 3 56340.74 563407400 704,259,250 400 1120 600 539 61 488580000 Ok 0.3825 BI Y 53 69904.85 699048500 873,810,625 400 1120 600 539 61 488580000 Ok 0.3825 BTEPI 93 8303.9 83039000 103,798,750 200 920 300 239 61 91290000 Ok 0.3825 BA X 1254 17663.76 176637600 220,797,000 300 1020 400 339 61 213435000 Ok 0.3825 BI X 1257 56734.81 567348100 709,185,125 400 1120 600 539 61 488580000 Ok 0.3825 BA Y 1319 36617.25 366172500 457,715,625 300 1020 400 339 61 213435000 Ok 0.3825 BI Y 1293 62371.35 623713500 779,641,875 400 1120 600 539 61 488580000 Ok 0.3825 BTEPI 1313 15419.42 154194200 192,742,750 200 920 400 339 61 142290000 Ok 0.3825 K F F As tul terpsng As Terpsng F Fmax mm2 ø 22 mm² -0.909 -0.679 Ok 2865.803 8ø22 3039.52 -0.395 -0.338 Ok 2765.531 8ø22 3039.52 -0.112 -0.107 Ok 3367.598 9ø22 3419.46 -0.293 -0.259 Ok 3931.513 11ø22 4179.34 147 K F F As tul terpsng As Terpsng F Fmax mm2 ø 22 mm² -0.055 -0.053 Ok 3978.588 11ø22 4179.34 -0.943 -0.699 Ok 2816.173 8ø22 3039.52 -0.020 -0.020 Ok 4362.548 12ø22 4559.28 -0.921 -0.686 Ok 2848.472 8ø22 3039.52 0.008 0.008 Ok 4679.046 13ø22 4939.22 -0.236 -0.214 Ok 3436.361 10ø22 3799.4 0.007 0.007 Ok 4670.362 13ø22 4939.22 -0.047 -0.046 Ok 4343.336 12ø22 4559.28 -0.010 -0.010 Ok 4475.736 12ø22 4559.28 -0.389 -0.333 Ok 2790.144 8ø22 3039.52 0.054 0.055 Ok 5221.735 14ø22 5319.16 -0.849 -0.643 Ok 2957.627 8ø22 3039.52 -0.389 -0.333 Ok 2464.802 7ø22 2659.58 -0.518 -0.427 Ok 2284.795 7ø22 2659.58 -0.025 -0.024 Ok 4311.387 12ø22 4559.28 -0.404 -0.344 Ok 2729.494 8ø22 3039.52 0.034 0.034 Ok 4984.250 14ø22 5319.16 -0.899 -0.672 Ok 2882.277 8ø22 3039.52 -0.400 -0.341 Ok 2413.350 8ø22 3039.52 -0.071 -0.069 Ok 3804.397 11ø22 4179.34 -0.002 -0.002 Ok 4563.901 13ø22 4939.22 -0.926 -0.689 Ok 2840.631 8ø22 3039.52 -0.398 -0.340 Ok 2752.988 8ø22 3039.52 -0.069 -0.067 Ok 3825.796 11ø22 4179.34 -0.074 -0.072 Ok 4201.818 12ø22 4559.28 -0.040 -0.040 Ok 4136.090 11ø22 4179.34 -0.654 -0.519 Ok 2719.489 8ø22 3039.52 148 Tabel 4. 28 Tulangan Tumpuan Gedung 1 Penampang Biasa Lantai TIPE Tulangan Tumpuan Mn=A Lap b h d d B Persegi K K max Frame Momen Tumpuan kgm Mu Nmm Nmm mm mm mm mm Nmm Lantai Atap BA X 953 7844.84 78448400 98,060,500 300 400 339 61 213,435,000 ok 0.134 0.3093 BI X 955 28073.68 280736800 350,921,000 400 600 539 61 488,580,000 ok 0.479 0.3093 BA Y 1004 5056.25 50562500 63,203,125 300 400 339 61 213,435,000 ok 0.086 0.3093 BI Y 986 19842.97 198429700 248,037,125 400 600 539 61 488,580,000 ok 0.339 0.3093 BTEPI 1019 11287.97 112879700 141,099,625 200 400 339 61 142,290,000 ok 0.193 0.3093 Lantai 8 BA X 855 10171.22 101712200 127,140,250 300 400 339 61 213,435,000 ok 0.174 0.3093 BI X 850 38389.94 383899400 479,874,250 400 600 539 61 488,580,000 ok 0.655 0.3093 BA Y 897 10866.61 108666100 135,832,625 300 400 339 61 213,435,000 ok 0.185 0.3093 BI Y 881 37480.52 374805200 468,506,500 400 600 539 61 488,580,000 ok 0.639 0.3093 BTEPI 918 21009.13 210091300 262,614,125 200 400 339 61 142,290,000 berflens Lantai 7 BA X 743 10092.09 100920900 126,151,125 300 400 339 61 213,435,000 ok 0.172 0.3093 BI X 757 46310.26 463102600 578,878,250 400 600 539 61 488,580,000 berflens BA Y 812 15611.50 156115000 195,143,750 300 400 339 61 213,435,000 ok 0.266 0.3093 BI Y 774 30377.16 303771600 379,714,500 400 600 539 61 488,580,000 ok 0.518 0.3093 BTEPI 801 1444.52 14445200 18,056,500 200 400 339 61 142,290,000 ok 0.025 0.3093 Lantai 6 BA X 638 10105.56 101055600 126,319,500 300 400 339 61 213,435,000 ok 0.172 0.3093 BI X 652 50750.68 507506800 634,383,500 400 600 539 61 488,580,000 berflens BA Y 685 6751.89 67518900 84,398,625 300 400 339 61 213,435,000 ok 0.115 0.3093 BI Y 669 30369.29 303692900 379,616,125 400 600 539 61 488,580,000 ok 0.518 0.3093 BTEPI 696 1522.32 15223200 19,029,000 200 300 239 61 91,290,000 ok 0.026 0.3093 Lantai 5 BA X 533 10571.61 105716100 132,145,125 300 400 339 61 213,435,000 ok 0.180 0.3093 BI X 535 56971.95 569719500 712,149,375 400 600 539 61 488,580,000 berflens BA Y 580 6804.15 68041500 85,051,875 300 400 339 61 213,435,000 ok 0.116 0.3093 BI Y 564 30336.27 303362700 379,203,375 400 600 539 61 488,580,000 ok 0.518 0.3093 BTEPI 591 1637.48 16374800 20,468,500 200 300 239 61 91,290,000 ok 0.028 1.3093 149 Lantai TIPE Tulangan Tumpuan Mn=A Lap b h d d B Persegi K K max Frame Momen Tumpuan kgm Mu Nmm Nmm mm mm mm mm Nmm Lantai 4 BA X 426 24081.53 240815300 301,019,125 300 400 339 61 213,435,000 berflens BI X 425 77696.67 776966700 971,208,375 400 600 539 61 488,580,000 berflens BA Y 470 17740.12 177401200 221,751,500 300 400 339 61 213,435,000 berflens BI Y 454 53188.31 531883100 664,853,875 400 600 539 61 488,580,000 berflens BTEPI 498 8987.89 89878900 112,348,625 200 300 239 61 91,290,000 berflens Lantai 3 BA X 267 11125.10 111251000 139,063,750 300 400 339 61 213,435,000 ok 0.190 0.3093 BI X 268 53997.37 539973700 674,967,125 400 600 539 61 488,580,000 berflens BA Y 334 6644.37 66443700 83,054,625 300 400 339 61 213,435,000 ok 0.113 0.3093 BI Y 326 31706.57 317065700 396,332,125 400 600 539 61 488,580,000 ok 0.541 0.3093 BTEPI 358 1889.59 18895900 23,619,875 200 400 339 61 142,290,000 ok 0.032 0.3093 Lantai 2 BA X 148 12625.44 126254400 157,818,000 300 400 339 61 213,435,000 ok 0.215 0.3093 BI X 136 54944.52 549445200 686,806,500 400 600 539 61 488,580,000 berflens BA Y 202 6391.46 63914600 79,893,250 300 400 339 61 213,435,000 ok 0.109 0.3093 BI Y 194 30350.61 303506100 379,382,625 400 600 539 61 488,580,000 ok 0.518 0.3093 BTEPI 226 1741.79 17417900 21,772,375 200 400 339 61 142,290,000 ok 0.030 0.3093 Lantai 1 BA X 2 9269.52 92695200 115,869,000 300 400 339 61 213,435,000 ok 0.158 0.3093 BI X 3 50225.34 502253400 627,816,750 400 600 539 61 488,580,000 berflens BA Y 69 6646.15 66461500 83,076,875 300 400 339 61 213,435,000 ok 0.113 0.3093 BI Y 53 30429.60 304296000 380,370,000 400 600 539 61 488,580,000 ok 0.519 0.3093 BTEPI 93 1601.52 16015200 20,019,000 200 400 339 61 142,290,000 ok 0.027 0.3093 Lantai Bsmnt BA X 1254 26458.81 264588100 330,735,125 300 400 339 61 213,435,000 berflens BI X 1257 69601.45 696014500 870,018,125 400 600 539 61 488,580,000 berflens BA Y 1319 1878.49 18784900 23,481,125 300 400 339 61 213,435,000 ok 0.032 0.3093 BI Y 1293 80404.83 804048300 1,005,060,375 400 600 539 61 488,580,000 berflens BTEPI 1313 3115.66 31156600 38,945,750 200 350 289 61 116,790,000 ok 0.053 0.3093 150 cek ABpersegi Cek KKmax Dipake Tul tekan As=As2 M2 M1 K F As1 As Tul Terpake As tul tekan mm mm2 Nmm Nmm mm2 mm2 mm2 mm2 mm2 ok 2ø22 760.000 84512000 13548500 0.018 0.019 100.8565575 860.857 3ø22 1140 tdk ok 2ø22 760.000 84512000 266409000 0.108 0.114 1310.652208 2070.652 6ø22 2281 ok 2ø22 760.000 84512000 -21308875 -0.029 -0.029 -154.9239 760.000 2ø22 760 tdk ok 2ø22 760.000 84512000 163525125 0.066 0.069 785.3928382 1545.393 5ø22 1901 ok 2ø22 760.000 84512000 56587625 0.116 0.123 444.7741246 760.000 2ø22 760 ok 2ø22 760.000 84512000 42628250 0.058 0.060 324.0878335 1084.088 3ø22 1140 tdk ok 2ø22 760.000 84512000 395362250 0.160 0.176 2010.172818 2770.173 8ø22 3041 ok 2ø22 760.000 84512000 51320625 0.070 0.073 392.7455738 1152.746 4ø22 1521 tdk ok 2ø22 760.000 84512000 383994500 0.155 0.170 1946.438422 2706.438 8ø22 3041 ok 2ø22 760.000 84512000 41639125 0.057 0.059 316.3338422 1076.334 2ø22 760 ok 2ø22 760.000 84512000 110631750 0.151 0.165 889.0097427 1649.010 5ø22 1901 tdk ok 2ø22 760.000 84512000 295202500 0.120 0.128 1462.597742 2222.598 6ø22 2281 ok 2ø22 760.000 84512000 -66455500 -0.136 -0.128 -460.630625 760.000 2ø22 760 ok 2ø22 760.000 84512000 41807500 0.057 0.059 317.6529397 1077.653 3ø22 1140 ok 2ø22 760.000 84512000 -113375 0.000 0.000 -0.83603414 760.000 2ø22 760 tdk ok 2ø22 760.000 84512000 295104125 0.120 0.128 1462.074676 2222.075 6ø22 2281 tdk ok 2ø22 760.000 84512000 -65483000 -0.270 -0.241 -611.372493 760.000 2ø22 760 ok 2ø22 760.000 84512000 47633125 0.065 0.067 363.5051804 1123.505 3ø22 760 ok 2ø22 760.000 84512000 539875 0.001 0.001 3.982847094 763.983 3ø22 1140 tdk ok 2ø22 760.000 84512000 294691375 0.119 0.127 1459.880356 2219.880 6ø22 2281 ok 2ø22 760.000 84512000 -64043500 -0.264 -0.236 -599.21327 760.000 2ø22 760 151 cek ABpersegi Cek KKmax Dipake Tul tekan As=As2 M2 M1 K F As1 As Tul Terpake As tul tekan mm mm2 Nmm Nmm mm2 mm2 mm2 mm2 mm2 ok 2ø22 760.000 84512000 54551750 0.074 0.077 418.508102 1178.508 4ø22 1521 ok 2ø22 760.000 84512000 -1457375 -0.002 -0.002 -10.7369346 760.000 2ø22 760 tdk ok 2ø22 760.000 84512000 311820125 0.126 0.135 1551.351261 2311.351 7ø22 2661 ok 2ø22 760.000 84512000 -60892125 -0.125 -0.118 -424.090432 760.000 2ø22 760 ok 2ø22 760.000 84512000 73306000 0.100 0.106 570.7517558 1330.752 4ø22 1521 ok 2ø22 760.000 84512000 -4618750 -0.006 -0.006 -33.9548806 760.000 2ø22 760 tdk ok 2ø22 760.000 84512000 294870625 0.119 0.128 1460.833251 2220.833 6ø22 2281 ok 2ø22 760.000 84512000 -62739625 -0.128 -0.121 -436.261463 760.000 2ø22 760 ok 2ø22 760.000 84512000 31357000 0.043 0.044 236.418983 996.419 3ø22 1140 ok tdk ok 2ø22 760.000 84512000 295858000 0.120 0.128 1466.083778 2226.084 6ø22 2281 ok 2ø22 760.000 84512000 -64493000 -0.132 -0.124 -447.778583 760.000 2ø22 760 ok 2ø22 760.000 84512000 -61030875 -0.083 -0.080 -432.749235 760.000 4ø22 1521 ok 2ø22 760.000 84512000 -45566250 -0.128 -0.121 -371.677271 760.000 2ø22 760 Cheking persegi dd ddmax ddmax dd ρ1 ρ ρ1ρ ρmin ρ ρmax ρminρρmax tul tkn diabaikan 0.0035 0.011 0.0203 ok 0.180 0.237 ok 0.004 0.024 ok 0.0035 0.011 0.0203 ok 0.113 0.237 ok 0.007 0.015 ok 0.0035 0.007 0.0203 ok 0.180 0.237 ok 0.000 0.024 ok 152 Cheking persegi dd ddmax ddmax dd ρ1 ρ ρ1ρ ρmin ρ ρmax ρminρρmax tul tkn diabaikan 0.0035 0.009 0.0203 ok 0.113 0.237 ok 0.005 0.015 ok 0.0035 0.011 0.0203 ok 0.180 0.237 ok 0.000 0.024 ok 0.0035 0.011 0.0203 ok 0.180 0.237 ok 0.004 0.024 ok 0.0035 0.014 0.0203 ok 0.113 0.237 ok 0.011 0.015 ok 0.0035 0.015 0.0203 ok 0.180 0.237 ok 0.007 0.024 ok 0.0035 0.014 0.0203 ok 0.113 0.237 ok 0.011 0.015 ok 0.0035 0.007 0.0203 ok 0.180 0.237 ok 0.000 0.024 ok 0.0035 0.019 0.0203 ok 0.180 0.237 ok 0.011 0.024 ok 0.0035 0.011 0.0203 ok 0.113 0.237 ok 0.007 0.015 ok 0.0035 0.011 0.0203 ok 0.180 0.237 ok 0.000 0.024 ok 0.0035 0.011 0.0203 ok 0.180 0.237 ok 0.004 0.024 ok 0.0035 0.007 0.0203 ok 0.180 0.237 ok 0.000 0.024 ok 0.0035 0.011 0.0203 ok 0.113 0.237 ok 0.007 0.015 ok 0.0035 0.016 0.0203 ok 0.255 0.237 ok 0.000 0.035 ok 0.0035 0.007 0.0203 ok 0.180 0.237 ok 0.000 0.024 ok 0.0035 0.011 0.0203 ok 0.180 0.237 ok 0.004 0.024 ok 0.0035 0.011 0.0203 ok 0.113 0.237 ok 0.007 0.015 ok 0.0035 0.016 0.0203 ok 0.255 0.237 ok 0.000 0.035 ok 0.0035 0.015 0.0203 ok 0.180 0.237 ok 0.007 0.024 ok 153 Cheking persegi dd ddmax ddmax dd ρ1 ρ ρ1ρ ρmin ρ ρmax ρminρρmax tul tkn diabaikan 0.0035 0.007 0.0203 ok 0.180 0.237 ok 0.000 0.024 ok 0.0035 0.012 0.0203 ok 0.113 0.237 ok 0.009 0.015 ok 0.0035 0.011 0.0203 ok 0.180 0.237 ok 0.000 0.024 ok 0.0035 0.015 0.0203 ok 0.180 0.237 ok 0.007 0.024 ok 0.0035 0.007 0.0203 ok 0.180 0.237 ok 0.000 0.024 ok 0.0035 0.011 0.0203 ok 0.113 0.237 ok 0.007 0.015 ok 0.0035 0.011 0.0203 ok 0.180 0.237 ok 0.000 0.024 ok 0.0035 0.011 0.0203 ok 0.180 0.237 ok 0.004 0.024 ok 0.0035 0.011 0.0203 ok 0.113 0.237 ok 0.007 0.015 ok 0.0035 0.011 0.0203 ok 0.180 0.237 ok 0.000 0.024 ok 0.0035 0.015 0.0203 ok 0.180 0.237 ok 0.007 0.024 ok 0.0035 0.013 0.0203 ok 0.211 0.237 ok 0.000 0.029 ok Tabel 4. 29 Tulangan Tumpuan Penampang Berflens Gedung 1 TIPE Frame Momen Lapangan Mn=A Lap b bw h d d B AB Fmax K kgm Mu Nmm Nmm mm mm mm mm mm Nmm berflens BTEPI 918 21009.13 210091300 262,614,125 200 920 300 239 61 91290000 Ok 0.3825 -0.272 BI X 757 46310.26 463102600 578,878,250 400 1120 600 539 61 488580000 Ok 0.3825 -0.122 BI X 652 50750.68 507506800 634,383,500 400 1120 600 539 61 488580000 Ok 0.3825 -0.099 BI X 535 56971.95 569719500 712,149,375 400 1120 600 539 61 488580000 Ok 0.3825 -0.068 BTEPI 548 31643.7 316437000 395,546,250 200 920 300 239 61 91290000 Ok 0.3825 0.276 154 BA X 426 24081.53 240815300 301,019,125 300 1020 400 339 61 213435000 Ok 0.3825 -0.288 BI X 425 77696.67 776966700 971,208,375 400 1120 600 539 61 488580000 Ok 0.3825 0.037 BA Y 470 17740.12 177401200 221,751,500 300 1020 400 339 61 213435000 Ok 0.3825 -0.397 BI Y 454 53188.31 531883100 664,853,875 400 1120 600 539 61 488580000 Ok 0.3825 -0.087 BTEPI 498 8987.89 89878900 112,348,625 200 920 400 339 61 142290000 Ok 0.3825 -0.819 BA Y 470 17740.12 177401200 221,751,500 300 1020 400 400 61 260100000 Ok 0.3825 -0.395 BI X 268 53997.37 539973700 674,967,125 400 1120 600 539 61 488580000 Ok 0.3825 -0.083 BI X 136 54944.52 549445200 686,806,500 400 1120 600 539 61 488580000 Ok 0.3825 -0.078 BI X 3 50225.34 502253400 627,816,750 400 1120 600 539 61 488580000 Ok 0.3825 -0.102 BA X 1254 26458.81 264588100 330,735,125 300 1020 400 339 61 213435000 Ok 0.3825 -0.248 BI X 1257 69601.45 696014500 870,018,125 400 1120 600 539 61 488580000 Ok 0.3825 -0.004 BI Y 1293 80404.83 804048300 1,005,060,375 400 1120 600 539 61 488580000 Ok 0.3825 0.051 F F As tul terpsng AS Terpsng F0 F,Fmax mm2 ø 22 mm² -0.243 Ok 3974.020 11ø22 4179.34 -0.115 Ok 3271.769 9ø22 3419.46 -0.095 Ok 3504.768 10ø22 3799.4 -0.066 Ok 3838.692 11ø22 4179.34 0.330 Ok 5428.127 15ø22 5699.1 -0.256 Ok 3208.834 9ø23 3419.46 0.038 Ok 5023.840 14ø23 5319.16 -0.339 Ok 2758.242 8ø23 3039.52 -0.083 Ok 3634.536 10ø24 3799.4 -0.624 Ok 2342.264 11ø24 4179.34 -0.338 Ok 2437.754 7ø22 2659.58 -0.080 Ok 3677.908 10ø24 3799.4 -0.075 Ok 3728.876 10ø25 3799.4 -0.097 Ok 3476.977 10ø25 3799.4 -0.223 Ok 3385.667 9ø25 3419.46 155 F F As tul terpsng AS Terpsng F0 F,Fmax mm2 ø 22 mm² -0.004 Ok 4546.364 12ø26 4559.28 0.052 Ok 5188.261 14ø26 5319.16 Tabel 4. 30 Tulangan Lapangan Gedung 2 Penampang Biasa Lantai Tulangan Lapangan TIPE Frame Momen Lapangan Mn=A Lap b h d d B Persegi K K max kgm Mu Nmm Nmm mm mm mm mm Nmm Lantai Atap BA X 961 12813.68 128136800 160,171,000 300 400 339 61 213,435,000 ok 0.219 0.3093 BI X 964 23677.82 236778200 295,972,750 400 600 539 61 488,580,000 ok 0.120 0.3093 BA Y 989 7030.26 70302600 87,878,250 300 400 339 61 213,435,000 ok 0.120 0.3093 BI Y 977 29959.11 299591100 374,488,875 400 600 539 61 488,580,000 ok 0.152 0.3093 BTEPI 1006 18663.1 186631000 233,288,750 200 300 239 61 91,290,000 berflens Lantai 8 BA X 825 18555.65 185556500 231,945,625 300 400 339 61 213,435,000 berflens BI X 852 27482.73 274827300 343,534,125 400 600 539 61 488,580,000 berflens BA Y 885 10943.05 109430500 136,788,125 300 400 339 61 213,435,000 berflens 0.187 0.3093 BI Y 865 39228.94 392289400 490,361,750 400 600 539 61 488,580,000 berflens BTEPI 894 33051.36 330513600 413,142,000 200 300 239 61 91,290,000 berflens Lantai 7 BA X 715 21079.50 210795000 263,493,750 300 400 339 61 213,435,000 berflens BI X 740 35134.57 351345700 439,182,125 400 600 539 61 488,580,000 ok 0.178 0.3093 BA Y 772 16209.21 162092100 202,615,125 300 400 339 61 213,435,000 ok 0.277 0.3093 BI Y 753 44229.13 442291300 552,864,125 400 600 539 61 488,580,000 berflens BTEPI 782 38197.3 381973000 477,466,250 200 300 239 61 91,290,000 berflens Lantai 6 BA X 603 21086.77 210867700 263,584,625 300 400 339 61 213,435,000 berflens BI X 628 34160.16 341601600 427,002,000 400 600 539 61 488,580,000 berflens 0.173 0.3093 156 Lantai Tulangan Lapangan TIPE Frame Momen Lapangan Mn=A Lap b h d d B Persegi K K max kgm Mu Nmm Nmm mm mm mm mm Nmm BA Y 660 16308.09 163080900 203,851,125 300 400 339 61 213,435,000 berflens 0.278 0.3093 BI Y 648 66342.40 663424000 829,280,000 400 600 539 61 488,580,000 berflens BTEPI 670 42932.3 429323000 536,653,750 200 300 239 61 91,290,000 berflens Lantai 5 BA X 491 21156.73 211567300 264,459,125 300 400 339 61 213,435,000 berflens BI X 516 34804.72 348047200 435,059,000 400 600 539 61 488,580,000 ok 0.176 0.3093 BA Y 548 16494.75 164947500 206,184,375 300 400 339 61 213,435,000 ok 0.281 0.3093 BI Y 529 43072.50 430725000 538,406,250 400 600 539 61 488,580,000 berflens BTEPI 558 46701.74 467017400 583,771,750 200 300 239 61 91,290,000 berflens Lantai 4 BA X 388 21765.60 217656000 272,070,000 300 400 339 61 213,435,000 berflens BI X 391 39296.61 392966100 491,207,625 400 600 539 61 488,580,000 berflens BA Y 435 19855.28 198552800 248,191,000 300 400 339 61 213,435,000 berflens BI Y 404 42693.50 426935000 533,668,750 400 600 539 61 488,580,000 berflens BTEPI 432 52325.9 523259000 654,073,750 200 300 239 61 91,290,000 berflens Lantai 3 BA X 263 23718.68 237186800 296,483,500 300 400 339 61 213,435,000 berflens BI X 265 84043.18 840431800 1,050,539,750 400 600 539 61 488,580,000 berflens BA Y 310 19337.28 193372800 241,716,000 300 400 339 61 213,435,000 berflens BI Y 278 83043.22 830432200 1,038,040,250 400 600 539 61 488,580,000 berflens BTEPI 307 58459.8 584598000 730,747,500 200 300 239 61 91,290,000 berflens Lantai 2 BA X 151 22462.93 224629300 280,786,625 300 400 339 61 213,435,000 berflens BI X 153 82114.74 821147400 1,026,434,250 400 600 539 61 488,580,000 berflens BA Y 198 17818.85 178188500 222,735,625 300 400 339 61 213,435,000 berflens BI Y 168 72384.92 723849200 904,811,500 400 600 539 61 488,580,000 berflens BTEPI 196 56314.9 563149000 703,936,250 200 300 239 61 91,290,000 berflens Lantai 1 BA X 39 22658.76 226587600 283,234,500 300 400 339 61 213,435,000 berflens BI X 41 76022.30 760223000 950,278,750 400 600 539 61 488,580,000 berflens BA Y 54 71640.53 716405300 895,506,625 300 400 339 61 213,435,000 berflens 157 Lantai Tulangan Lapangan TIPE Frame Momen Lapangan Mn=A Lap b h d d B Persegi K K max kgm Mu Nmm Nmm mm mm mm mm Nmm BI Y 54 71640.53 716405300 895,506,625 400 600 539 61 488,580,000 berflens BTEPI 84 50639.2 506392000 632,990,000 200 300 239 61 91,290,000 berflens Lantai Bsmnt BA X 1073 53885.13 538851300 673,564,125 300 400 339 61 213,435,000 berflens BI X 1075 116228.55 1162285500 1,452,856,875 400 600 539 61 488,580,000 berflens BA Y 1126 9564.72 95647200 119,559,000 300 400 339 61 213,435,000 ok 0.163 0.3093 BI Y 1088 120105.35 1201053500 1,501,316,875 400 600 539 61 488,580,000 berflens BTEPI 1086 52174.1 521741000 652,176,250 200 300 239 61 91,290,000 berflens cek ABpersegi Cek KKmax Dipake Tul tekan As=As2 M2 M1 K F As1 As Tul Terpake As tul tekan mm mm2 Nmm Nmm mm2 mm2 mm2 mm2 mm2 ok 2ø22 760.000 84512000 75659000 0.103 0.109 590.1930108 1350.193 4ø22 1521 ok 2ø22 760.000 145312000 150660750 0.061 0.063 721.5235593 1481.524 4ø22 1521 ok 2ø22 760.000 84512000 3366250 0.005 0.005 24.88214871 784.882 3ø22 1140 ok 2ø22 760.000 145312000 229176875 0.093 0.098 1117.486357 1877.486 5ø22 1901 ok 2ø22 760.000 84512000 52276125 0.071 0.074 400.3501864 1160.350 4ø22 1521 ok 2ø22 760.000 145312000 293870125 0.119 0.127 1455.515742 2215.516 6ø22 2281 ok 2ø22 760.000 84512000 118103125 0.161 0.177 955.4492209 1715.449 5ø22 1901 158 cek ABpersegi Cek KKmax Dipake Tul tekan As=As2 M2 M1 K F As1 As Tul Terpake As tul tekan mm mm2 Nmm Nmm mm2 mm2 mm2 mm2 mm2 ok 2ø22 760.000 145312000 281690000 0.114 0.121 1391.005515 2151.006 6ø22 2281 ok 2ø22 760.000 84512000 119339125 0.163 0.179 966.5363153 1726.536 5ø22 1901 ok 2ø22 760.000 145312000 289747000 0.117 0.125 1433.631722 2193.632 7ø22 2661 ok 2ø22 760.000 84512000 121672375 0.166 0.183 987.5417804 1747.542 5ø22 1901 159 cek ABpersegi Cek KKmax Dipake Tul tekan As=As2 M2 M1 K F As1 As Tul Terpake As tul tekan mm mm2 Nmm Nmm mm2 mm2 mm2 mm2 mm2 ok 2ø22 760.000 84512000 35047000 0.048 0.049 264.9554469 1024.955 3ø22 1140 Cheking persegi dd ddmax ddmax dd ρ1 ρ ρ1ρ ρmin ρ ρmax ρminρρmax tul tkn diabaikan 0.0035 0.015 0.0203 ok 0.180 0.237 ok 0.007 0.024 ok 0.0035 0.007 0.0203 ok 0.113 0.237 ok 0.004 0.015 ok 0.0035 0.011 0.0203 ok 0.180 0.237 ok 0.004 0.024 ok 0.0035 0.009 0.0203 ok 0.113 0.237 ok 0.005 0.015 ok 0.0035 0.015 0.0203 ok 0.180 0.237 ok 0.007 0.024 ok 0.0035 0.011 0.0203 ok 0.113 0.237 ok 0.007 0.015 ok 0.0035 0.019 0.0203 ok 0.180 0.237 ok 0.011 0.024 ok ` 160 Cheking persegi dd ddmax ddmax dd ρ1 ρ ρ1ρ ρmin ρ ρmax ρminρρmax tul tkn diabaikan 0.0035 0.011 0.0203 ok 0.113 0.237 ok 0.007 0.015 ok 0.0035 0.019 0.0203 ok 0.180 0.237 ok 0.011 0.024 ok 0.0035 0.012 0.0203 ok 0.113 0.237 ok 0.009 0.015 ok 0.0035 0.019 0.0203 ok 0.180 0.237 ok 0.011 0.024 ok 161 Cheking persegi dd ddmax ddmax dd ρ1 ρ ρ1ρ ρmin ρ ρmax ρminρρmax tul tkn diabaikan 0.0035 0.011 0.0203 ok 0.180 0.237 ok 0.004 0.024 ok Tabel 4. 31 Tulangan Lapangan Gedung 2 Penampang Berflens TIPE Frame Momen Lapangan Mn=A Lap b bw h d d B AB Fmax K kgm Mu Nmm Nmm mm mm mm mm mm Nmm berflens BTEPI 1006 18663.1 186631000 233,288,750 200 920 300 239 61 91290000 Ok 0.3825 -0.393 BA X 825 18555.65 185556500 231,945,625 300 1020 400 400 61 260100000 Ok 0.3825 -0.385 BI X 852 27482.73 274827300 343,534,125 400 1120 600 539 61 488580000 Ok 0.3825 -0.217 BI Y 865 39228.94 392289400 490,361,750 400 1120 600 539 61 488580000 Ok 0.3825 -0.158 BTEPI 894 33051.36 330513600 413,142,000 300 1020 400 339 61 213435000 Ok 0.3825 -0.135 BA X 715 21079.50 210795000 263,493,750 300 1020 400 339 61 213435000 Ok 0.3825 -0.340 BI Y 753 44229.13 442291300 552,864,125 400 1120 600 539 61 488580000 Ok 0.3825 -0.132 BTEPI 782 38197.3 381973000 477,466,250 200 920 400 339 61 142290000 Ok 0.3825 -0.071 BA X 715 21079.50 210795000 263,493,750 300 1020 400 400 61 260100000 Ok 0.3825 -0.354 BA X 603 21086.77 210867700 263,584,625 300 1020 400 339 61 213435000 Ok 0.3825 -0.339 BI Y 648 66342.40 663424000 829,280,000 400 1120 600 539 61 488580000 Ok 0.3825 -0.020 BTEPI 670 42932.3 429323000 536,653,750 200 920 400 339 61 142290000 Ok 0.3825 0.050 BA X 603 21086.77 210867700 263,584,625 300 1020 400 400 61 260100000 Ok 0.3825 -0.354 162 TIPE Frame Momen Lapangan Mn=A Lap b bw h d d B AB Fmax K kgm Mu Nmm Nmm mm mm mm mm mm Nmm berflens BA X 491 21156.73 211567300 264,459,125 300 1020 400 339 61 213435000 Ok 0.3825 -0.338 BI Y 529 43072.50 430725000 538,406,250 400 1120 600 539 61 488580000 Ok 0.3825 -0.138 BTEPI 558 46701.74 467017400 583,771,750 350 1070 400 339 61 249007500 Ok 0.3825 0.084 BA X 388 21765.60 217656000 272,070,000 300 1020 400 400 61 260100000 Ok 0.3825 -0.345 BI X 391 39296.61 392966100 491,207,625 400 1120 600 539 61 488580000 Ok 0.3825 -0.157 BA Y 435 19855.28 198552800 248,191,000 300 1020 400 339 61 213435000 Ok 0.3825 -0.360 BI Y 404 42693.50 426935000 533,668,750 400 1120 600 539 61 488580000 Ok 0.3825 -0.140 BTEPI 432 52325.9 523259000 654,073,750 200 920 400 339 61 142290000 Ok 0.3825 0.290 BA X 388 21765.60 217656000 272,070,000 300 1020 400 400 61 260100000 Ok 0.3825 -0.345 BA X 263 23718.68 237186800 296,483,500 300 1020 400 339 61 213435000 Ok 0.3825 -0.295 BI X 265 84043.18 840431800 1,050,539,750 400 1120 600 539 61 488580000 Ok 0.3825 0.069 BA Y 310 19337.28 193372800 241,716,000 300 1020 400 339 61 213435000 Ok 0.3825 -0.369 BI Y 278 83043.22 830432200 1,038,040,250 400 1120 600 539 61 488580000 Ok 0.3825 0.064 BTEPI 307 58459.8 584598000 730,747,500 300 1020 400 339 61 213435000 Ok 0.3825 0.298 BA X 263 23718.68 237186800 296,483,500 300 1020 400 400 61 260100000 Ok 0.3825 -0.321 BA X 151 22462.93 224629300 280,786,625 300 1020 400 339 61 213435000 Ok 0.3825 -0.316 BI X 153 82114.74 821147400 1,026,434,250 400 1120 600 539 61 488580000 Ok 0.3825 0.060 BA Y 198 17818.85 178188500 222,735,625 300 1020 400 339 61 213435000 Ok 0.3825 -0.395 BI Y 168 72384.92 723849200 904,811,500 400 1120 600 539 61 488580000 Ok 0.3825 0.010 BTEPI 196 56314.9 563149000 703,936,250 300 1020 400 339 61 213435000 Ok 0.3825 0.262 BA X 151 22462.93 224629300 280,786,625 300 1020 400 400 61 260100000 Ok 0.3825 -0.337 BA X 39 22658.76 226587600 283,234,500 300 1020 400 339 61 213435000 Ok 0.3825 -0.313 BI X 41 76022.30 760223000 950,278,750 400 1120 600 539 61 488580000 Ok 0.3825 0.029 BA Y 54 71640.53 716405300 895,506,625 300 1020 500 439 61 289935000 Ok 0.3825 0.163 BI Y 54 71640.53 716405300 895,506,625 400 1120 600 539 61 488580000 Ok 0.3825 0.007 BTEPI 84 50639.2 506392000 632,990,000 200 920 400 339 61 142290000 Ok 0.3825 0.247 BI X 1075 116228.55 1162285500 1,452,856,875 400 1120 600 539 61 488580000 Ok 0.3825 0.232 163 TIPE Frame Momen Lapangan Mn=A Lap b bw h d d B AB Fmax K kgm Mu Nmm Nmm mm mm mm mm mm Nmm berflens BI Y 1088 120105.35 1201053500 1,501,316,875 400 1120 600 539 61 488580000 Ok 0.3825 0.252 BTEPI 1086 52174.1 521741000 652,176,250 200 920 400 400 61 173400000 Ok 0.3825 0.041 F F As tul terpsng AS Terpsng F0 FFmax mm2 mm² -0.336 Ok 3736.121 10ø22 3799.4 -0.330 Ok 2485.520 7ø22 2659.58 -0.198 Ok 2327.744 7ø22 2659.58 -0.147 Ok 2908.744 8ø22 3039.52 -0.127 Ok 3902.856 11ø22 4179.34 -0.296 Ok 2991.908 8ø22 3039.52 -0.124 Ok 3164.018 9ø22 3419.46 -0.069 Ok 4342.061 12ø22 4559.28 -0.307 Ok 2635.079 7ø22 2659.58 -0.296 Ok 2992.425 8ø22 3039.52 -0.020 Ok 4359.645 12ø22 4559.28 0.051 Ok 4774.751 13ø22 4939.22 -0.307 Ok 2635.513 7ø22 2659.58 -0.295 Ok 2997.404 8ø22 3039.52 -0.130 Ok 3104.521 9ø22 3419.46 0.088 Ok 5141.629 14ø22 5319.16 -0.300 Ok 2676.202 8ø22 3039.52 -0.146 Ok 2912.166 8ø22 3039.52 -0.312 Ok 2905.351 8ø22 3039.52 -0.131 Ok 3085.085 9ø22 3419.46 0.353 Ok 5859.752 16ø22 6079.04 -0.300 Ok 2676.202 8ø22 3039.52 164 F F As tul terpsng AS Terpsng F0 FFmax mm2 mm² -0.261 Ok 3182.247 9ø22 3419.46 0.072 Ok 5413.159 15ø22 5699.1 -0.319 Ok 2869.044 8ø22 3039.52 0.066 Ok 5350.877 15ø22 5699.1 0.365 Ok 6560.847 18ø22 6838.92 -0.282 Ok 2794.399 8ø22 3039.52 -0.277 Ok 3091.027 9ø22 3419.46 0.061 Ok 5293.370 14ø22 5319.16 -0.338 Ok 2763.664 8ø22 3039.52 0.010 Ok 4708.271 13ø22 4939.22 0.310 Ok 6262.544 17ø22 6458.98 -0.294 Ok 2718.209 8ø22 3039.52 -0.275 Ok 3105.173 9ø22 3419.46 0.029 Ok 4923.399 13ø22 4939.22 0.178 Ok 5838.409 16ø22 6079.04 0.007 Ok 4664.746 13ø22 4939.22 0.289 Ok 5630.845 15ø22 5699.1 0.268 Ok 7661.431 21ø22 7978.74 0.295 Ok 7974.401 21ø22 7978.74 0.042 Ok 4768.343 13ø22 4939.22 Tabel 4. 32 Gedung 2 Tulangan Tumpuan Penampang Biasa Lantai Tulangan Tumpuan b h d d B Persegi K K max TIPE Frame Momen Tumpuan Mn=A Tump kgm Mu Nmm Nmm mm mm mm mm Nmm Lantai BA X 961 7161.52 71615200 89,519,000 300 400 339 61 213,435,000 ok 0.122 0.3093 165 Lantai Tulangan Tumpuan b h d d B Persegi K K max TIPE Frame Momen Tumpuan Mn=A Tump kgm Mu Nmm Nmm mm mm mm mm Nmm Atap BI X 964 29501.51 295015100 368,768,875 400 600 539 61 488,580,000 ok 0.149 0.3093 BA Y 989 9207.35 92073500 115,091,875 300 400 339 61 213,435,000 ok 0.157 0.3093 BI Y 977 38097.82 380978200 476,222,750 400 600 539 61 488,580,000 ok 0.193 0.3093 BTEPI 1006 7161.52 71615200 89,519,000 350 400 339 61 249,007,500 ok 0.105 0.3093 Lantai 8 BA X 825 9691.11 96911100 121,138,875 300 400 339 61 213,435,000 ok 0.165 0.3093 BI X 852 42208.86 422088600 527,610,750 400 600 539 61 488,580,000 berflens BA Y 885 13344.61 133446100 166,807,625 300 400 339 61 213,435,000 ok 0.228 0.3093 BI Y 865 56708.67 567086700 708,858,375 400 600 539 61 488,580,000 berflens BTEPI 894 16851.05 168510500 210,638,125 200 300 239 61 91,290,000 berflens Lantai 7 BA X 715 10953.69 109536900 136,921,125 300 400 339 61 213,435,000 ok 0.187 0.3093 BI X 740 43304.89 433048900 541,311,125 400 600 539 61 488,580,000 berflens BA Y 772 11940.72 119407200 149,259,000 300 400 339 61 213,435,000 ok 0.204 0.3093 BI Y 753 64076.73 640767300 800,959,125 400 600 539 61 488,580,000 berflens BTEPI 782 16790.86 167908600 209,885,750 200 300 239 61 91,290,000 berflens Lantai 6 BA X 603 11195.29 111952900 139,941,125 300 400 339 61 213,435,000 ok 0.191 0.3093 BI X 628 58325.78 583257800 729,072,250 400 600 539 61 488,580,000 berflens BA Y 660 12259.53 122595300 153,244,125 300 400 339 61 213,435,000 ok 0.209 0.3093 BI Y 648 44650.43 446504300 558,130,375 400 600 539 61 488,580,000 berflens BTEPI 670 16837.12 168371200 210,464,000 200 300 239 61 91,290,000 berflens Lantai 5 BA X 491 10915.72 109157200 136,446,500 300 400 339 61 213,435,000 ok 0.186 0.3093 BI X 516 66679.59 666795900 833,494,875 400 600 539 61 488,580,000 berflens BA Y 548 11697.33 116973300 146,216,625 300 400 339 61 213,435,000 ok 0.200 0.3093 BI Y 529 71507.21 715072100 893,840,125 400 600 539 61 488,580,000 berflens BTEPI 558 16278.41 162784100 203,480,125 200 300 239 61 91,290,000 berflens Lantai 4 BA X 388 10236.72 102367200 127,959,000 300 400 339 61 213,435,000 ok 0.175 0.3093 BI X 391 78099.28 780992800 976,241,000 400 600 539 61 488,580,000 berflens BA Y 435 13399.79 133997900 167,497,375 300 400 339 61 213,435,000 ok 0.229 0.3093 BI Y 404 76954.71 769547100 961,933,875 400 600 539 61 488,580,000 berflens BTEPI 432 16111.76 161117600 201,397,000 200 300 239 61 91,290,000 berflens 166 Lantai Tulangan Tumpuan b h d d B Persegi K K max TIPE Frame Momen Tumpuan Mn=A Tump kgm Mu Nmm Nmm mm mm mm mm Nmm Lantai 3 BA X 263 11091.34 110913400 138,641,750 300 400 339 61 213,435,000 ok 0.189 0.3093 BI X 265 37406.29 374062900 467,578,625 400 600 539 61 488,580,000 ok 0.189 0.3093 BA Y 310 14340.40 143404000 179,255,000 300 400 339 61 213,435,000 ok 0.245 0.3093 BI Y 278 45952.34 459523400 574,404,250 400 600 539 61 488,580,000 berflens BTEPI 307 18075.78 180757800 225,947,250 200 300 239 61 91,290,000 berflens Lantai 2 BA X 151 10533.66 105336600 131,670,750 300 400 339 61 213,435,000 ok 0.180 0.3093 BI X 153 35391.86 353918600 442,398,250 400 600 539 61 488,580,000 ok 0.179 0.3093 BA Y 198 13348.89 133488900 166,861,125 300 400 339 61 213,435,000 ok 0.228 0.3093 BI Y 168 80195.81 801958100 1,002,447,625 400 600 539 61 488,580,000 berflens BTEPI 196 18865.86 188658600 235,823,250 200 300 239 61 91,290,000 berflens Lantai 1 BA X 39 10550.23 105502300 131,877,875 300 400 339 61 213,435,000 ok 0.180 0.3093 BI X 41 35674.91 356749100 445,936,375 400 600 539 61 488,580,000 ok 0.181 0.3093 BA Y 54 13398.39 133983900 167,479,875 300 400 339 61 213,435,000 ok 0.229 0.3093 BI Y 54 71640.53 716405300 895,506,625 400 600 539 61 488,580,000 berflens BTEPI 84 17017.77 170177700 212,722,125 200 300 239 61 91,290,000 berflens Lantai Bsmnt BA X 1073 28244.13 282441300 353,051,625 300 400 339 61 213,435,000 berflens BI X 1075 80340.18 803401800 1,004,252,250 400 600 539 61 488,580,000 berflens BA Y 1126 51770.23 517702300 647,127,875 300 400 339 61 213,435,000 berflens BI Y 1088 97832.79 978327900 1,222,909,875 400 600 539 61 488,580,000 berflens BTEPI 1086 29644.98 296449800 370,562,250 200 300 239 61 91,290,000 berflens cek ABpersegi Cek KKmax Dipake Tul tekan As=As2 M2 M1 K F As1 As Tul Terpake As tul tekan mm mm2 Nmm Nmm mm2 mm2 mm2 mm2 mm2 ok 2ø22 760.000 84512000 5007000 0.007 0.007 37.05182721 797.052 3ø22 1140 ok 2ø22 760.000 145312000 223456875 0.090 0.095 1088.129126 1848.129 5ø22 1901 ok 2ø22 760.000 84512000 30579875 0.042 0.043 230.4291885 990.429 3ø22 1140 ok 2ø22 760.000 145312000 330910750 0.134 0.144 1654.305022 2414.305 7ø22 2661 ok 2ø22 760.000 84512000 5007000 0.006 0.006 37.03357014 797.034 3ø22 1140 167 cek ABpersegi Cek KKmax Dipake Tul tekan As=As2 M2 M1 K F As1 As Tul Terpake As tul tekan mm mm2 Nmm Nmm mm2 mm2 mm2 mm2 mm2 ok 2ø22 760.000 84512000 36626875 0.050 0.051 277.2219186 1037.222 3ø22 1140 ok 2ø22 760.000 84512000 82295625 0.112 0.119 645.4550094 1405.455 4ø22 1521 ok 2ø22 760.000 760.000 136920365 0.187 0.209 2389.947146 3149.947 5ø22 1901 ok 2ø22 760.000 84512000 64747000 0.088 0.093 584.1322238 1344.132 3ø22 1140 ok 2ø22 760.000 84512000 55429125 0.076 0.079 425.5266421 1185.527 4ø22 1521 ok 2ø22 760.000 84512000 68732125 0.094 0.099 250.6012415 1010.601 3ø22 1140 ok 2ø22 760.000 84512000 51934500 0.071 0.074 397.6299418 1157.630 4ø22 1521 ok 2ø22 760.000 84512000 61704625 0.084 0.088 223.7335432 983.734 3ø22 1140 ok 2ø22 760.000 84512000 43447000 0.059 0.061 330.5151805 1090.515 3ø22 1140 ok 2ø22 760.000 84512000 82985375 0.113 0.121 306.0869969 1066.087 3ø22 1140 ok 2ø22 760.000 84512000 54129750 0.074 0.077 415.1358408 1175.136 4ø22 1521 ok 2ø22 760.000 145312000 322266625 0.131 0.140 1607.554788 2367.555 7ø22 2661 ok 2ø22 760.000 84512000 94743000 0.129 0.139 352.9172393 1112.917 3ø22 1140 168 cek ABpersegi Cek KKmax Dipake Tul tekan As=As2 M2 M1 K F As1 As Tul Terpake As tul tekan mm mm2 Nmm Nmm mm2 mm2 mm2 mm2 mm2 ok 2ø22 760.000 84512000 47158750 0.064 0.067 359.7558853 1119.756 3ø22 1140 ok 2ø22 760.000 145312000 297086250 0.120 0.129 1472.619052 2232.619 6ø22 2281 ok 2ø22 760.000 84512000 82349125 0.112 0.120 303.5808095 1063.581 3ø22 1140 ok 2ø22 760.000 84512000 47365875 0.065 0.067 361.3925863 1121.393 3ø22 1140 ok 2ø22 760.000 145312000 300624375 0.122 0.130 1491.468674 2251.469 6ø22 2281 ok 2ø22 760.000 84512000 82967875 0.113 0.121 306.0180268 1066.018 6ø22 1140 Cheking persegi dd ddmax ddmax dd ρ1 ρ ρ1ρ ρmin ρ ρmax ρminρρmax tul tkn diabaikan 0.0035 0.011 0.0203 ok 0.180 0.237 ok 0.004 0.024 ok 0.0035 0.009 0.0203 ok 0.113 0.237 ok 0.005 0.015 ok 0.0035 0.011 0.0203 ok 0.180 0.237 ok 0.004 0.024 ok 0.0035 0.012 0.0203 ok 0.113 0.237 ok 0.009 0.015 ok 0.0035 0.010 0.0203 ok 0.180 0.237 ok 0.003 0.024 ok 0.0035 0.011 0.0203 ok 0.180 0.237 ok 0.004 0.024 ok 0.0035 0.015 0.0203 ok 0.180 0.237 ok 0.007 0.024 ok 169 Cheking persegi dd ddmax ddmax dd ρ1 ρ ρ1ρ ρmin ρ ρmax ρminρρmax tul tkn diabaikan 0.0035 0.019 0.0203 ok 0.180 0.237 ok 0.011 0.024 ok 0.0035 0.011 0.0203 ok 0.180 0.237 ok 0.004 0.024 ok 0.0035 0.015 0.0203 ok 0.180 0.237 ok 0.007 0.024 ok 0.0035 0.011 0.0203 ok 0.180 0.237 ok 0.004 0.024 ok 0.0035 0.015 0.0203 ok 0.180 0.237 ok 0.007 0.024 ok 0.0035 0.011 0.0203 ok 0.180 0.237 ok 0.004 0.024 ok 0.0035 0.011 0.0203 ok 0.180 0.237 ok 0.004 0.024 ok 0.0035 0.011 0.0203 ok 0.180 0.237 ok 0.004 0.024 ok 0.0035 0.015 0.0203 ok 0.180 0.237 ok 0.007 0.024 ok 0.0035 0.012 0.0203 ok 0.113 0.237 ok 0.009 0.015 ok 0.0035 0.011 0.0203 ok 0.180 0.237 ok 0.004 0.024 ok 0.0035 0.011 0.0203 ok 0.180 0.237 ok 0.004 0.024 ok 0.0035 0.011 0.0203 ok 0.113 0.237 ok 0.007 0.015 ok 0.0035 0.011 0.0203 ok 0.180 0.237 ok 0.004 0.024 ok 170 Cheking persegi dd ddmax ddmax dd ρ1 ρ ρ1ρ ρmin ρ ρmax ρminρρmax tul tkn diabaikan 0.0035 0.011 0.0203 ok 0.180 0.237 ok 0.004 0.024 ok 0.0035 0.011 0.0203 ok 0.113 0.237 ok 0.007 0.015 ok 0.0035 0.011 0.0203 ok 0.180 0.237 ok 0.004 0.024 ok Tabel 4. 33 Penampang Berflens Gedung 2 Tulangan Tumpuan TIPE Frame Momen Lapangan Mn=A Lap b bw h d d B AB Fmax K kgm Mu Nmm Nmm mm mm mm mm mm Nmm berflens 200 920 300 239 61 91290000 Ok 0.3825 -1.354 BI X 852 42208.86 422088600 527,610,750 400 1120 600 539 61 488580000 Ok 0.3825 -0.142 BI Y 865 56708.67 567086700 708,858,375 400 1120 600 539 61 488580000 Ok 0.3825 -0.069 BTEPI 894 16851.05 168510500 210,638,125 200 920 300 239 61 91290000 Ok 0.3825 -0.486 BI X 740 43304.89 433048900 541,311,125 400 1120 600 539 61 488580000 Ok 0.3825 -0.137 BI Y 753 64076.73 640767300 800,959,125 400 1120 600 539 61 488580000 Ok 0.3825 -0.032 BTEPI 782 16790.86 167908600 209,885,750 200 920 300 239 61 91290000 Ok 0.3825 -0.489 BI X 628 58325.78 583257800 729,072,250 400 1120 600 539 61 488580000 Ok 0.3825 -0.061 BI Y 648 44650.43 446504300 558,130,375 400 1120 600 539 61 488580000 Ok 0.3825 -0.130 BTEPI 670 21466.15 214661500 268,326,875 200 920 300 239 61 91290000 Ok 0.3825 -0.248 BI X 516 66679.59 666795900 833,494,875 400 1120 600 539 61 488580000 Ok 0.3825 -0.019 171 TIPE Frame Momen Lapangan Mn=A Lap b bw h d d B AB Fmax K kgm Mu Nmm Nmm mm mm mm mm mm Nmm berflens BI Y 529 71507.21 715072100 893,840,125 400 1120 600 539 61 488580000 Ok 0.3825 0.006 BTEPI 558 16278.41 162784100 203,480,125 200 920 300 239 61 91290000 Ok 0.3825 -0.516 BI X 391 78099.28 780992800 976,241,000 400 1120 600 539 61 488580000 Ok 0.3825 0.039 BI Y 404 76954.71 769547100 961,933,875 400 1120 600 539 61 488580000 Ok 0.3825 0.033 BTEPI 432 16111.76 161117600 201,397,000 200 920 300 239 61 91290000 Ok 0.3825 -0.524 BI Y 278 45952.34 459523400 574,404,250 400 1120 600 539 61 488580000 Ok 0.3825 -0.124 BTEPI 307 18075.78 180757800 225,947,250 200 920 300 239 61 91290000 Ok 0.3825 -0.423 BI Y 168 80195.81 801958100 1,002,447,625 400 1120 600 539 61 488580000 Ok 0.3825 0.050 BTEPI 196 18865.86 188658600 235,823,250 200 920 300 239 61 91290000 Ok 0.3825 -0.382 BI Y 54 71640.53 716405300 895,506,625 400 1120 600 539 61 488580000 Ok 0.3825 0.007 BTEPI 84 17017.77 170177700 212,722,125 200 920 300 239 61 91290000 Ok 0.3825 -0.478 BA X 1073 28244.13 282441300 353,051,625 300 1020 400 339 61 213435000 Ok 0.3825 -0.217 BI X 1075 80340.18 803401800 1,004,252,250 400 1120 600 539 61 488580000 Ok 0.3825 0.051 BA Y 1126 51770.23 517702300 647,127,875 300 1020 400 339 61 213435000 Ok 0.3825 0.184 BI Y 1088 97832.79 978327900 1,222,909,875 400 1120 600 539 61 488580000 Ok 0.3825 0.139 BTEPI 1086 29644.98 296449800 370,562,250 200 920 300 239 61 91290000 Ok 0.3825 0.173 F F As tul terpsng AS Terpsng F0 FFmax mm2 mm² -0.925 Ok 2239.831 8ø22 3039.52 -0.134 Ok 3060.273 9ø22 3419.46 -0.067 Ok 3824.376 11ø22 4179.34 -0.404 Ok 3563.216 10ø22 3799.4 -0.129 Ok 3116.453 9ø22 4559.28 -0.031 Ok 4231.578 12ø22 3799.4 172 F F As tul terpsng AS Terpsng F0 FFmax mm2 mm² -0.407 Ok 3557.617 10ø22 3799.4 -0.059 Ok 3912.576 11ø22 3419.46 -0.123 Ok 3185.758 9ø22 3419.46 -0.223 Ok 4022.484 11ø22 4179.34 -0.018 Ok 4378.825 12ø22 4559.28 0.006 Ok 4656.968 13ø22 4939.22 -0.425 Ok 3510.293 10ø23 3799.4 0.040 Ok 5048.128 14ø22 5319.16 0.034 Ok 4979.219 14ø22 5319.16 -0.431 Ok 3495.036 10ø22 3799.4 -0.117 Ok 3253.173 9ø22 3419.46 -0.359 Ok 3679.130 10ø22 3799.4 0.051 Ok 5175.482 14ø22 5319.16 -0.328 Ok 3756.019 10ø22 3799.4 0.007 Ok 4664.746 13ø22 4939.22 -0.398 Ok 3578.773 10ø22 3799.4 -0.198 Ok 3521.644 10ø22 3799.4 0.052 Ok 5184.307 14ø22 5319.16 0.205 Ok 5698.418 15ø22 5699.1 0.150 Ok 6312.607 17ø22 6458.98 0.191 Ok 5074.742 14ø22 5319.16 173 Tabel 4. 34 Tulangan Geser Gedung 1 Didaerah Sendi Plastis LANTAI TIPE FRAME b h d L V=Vu V=Vu Vu Terpakai Vn Vc φ Vc2 φ Vc Vu Φ Vc2 Vu Φ Vc mm mm mm mm kg N N N N N N lantai atap BA X 953 300 400 339 3500 7438.79 74387.900 67182.901 111971.501 86445 25934 51867 ok ok BI X 955 400 500 439 3500 16612.51 166125.100 145288.266 242147.110 149260 44778 89556 ok ok BA Y 1004 300 400 339 3950 8136.89 81368.900 74385.594 123975.991 86445 25934 51867 ok ok BI Y 986 400 600 539 3950 16939.31 169393.100 146278.447 243797.411 183260 54978 109956 ok ok BTEPI 1019 200 400 339 2130 8739.35 87393.500 73484.394 122473.989 57630 17289 34578 ok ok lantai 8 BA X 855 300 400 339 3950 14362.06 143620.600 131294.680 218824.467 86445 25934 51867 ok ok BI X 850 400 600 539 3500 28646.30 286463.000 242347.698 403912.830 183260 54978 109956 ok ok BA Y 897 300 400 339 3950 13503.30 135033.000 123444.092 205740.153 86445 25934 51867 ok ok BI Y 881 400 600 539 3950 28614.72 286147.200 247100.785 411834.641 183260 54978 109956 ok ok BTEPI 918 200 400 339 2500 10208.73 102087.300 88244.262 147073.770 57630 17289 34578 ok ok lantai 7 BA X 743 300 400 339 3950 9108.59 91085.900 83268.654 138781.091 86445 25934 51867 ok ok BI X 757 400 600 539 3950 22506.65 225066.500 194354.894 323924.823 183260 54978 109956 ok ok BA Y 812 300 400 339 2500 8159.08 81590.800 70527.088 117545.146 86445 25934 51867 ok ok BI Y 774 400 600 539 3950 27988.43 279884.300 241692.493 402820.822 183260 54978 109956 ok ok BTEPI 801 200 400 339 4830 6136.83 61368.300 57061.084 95101.807 57630 17289 34578 ok ok lantai 6 BA X 638 300 400 339 3950 9134.04 91340.400 83501.313 139168.854 86445 25934 51867 ok ok BI X 652 400 600 539 3950 23805.50 238055.000 205571.039 342618.399 183260 54978 109956 ok ok BA Y 685 300 400 339 3950 10624.08 106240.800 97122.919 161871.531 86445 25934 51867 ok ok BI Y 669 400 600 539 3950 29634.99 296349.900 255911.268 426518.780 183260 54978 109956 ok ok BTEPI 696 200 300 239 4830 6250.85 62508.500 59415.429 99025.715 40630 12189 24378 ok ok lantai 5 BA X 533 300 400 339 3950 9073.58 90735.800 82948.601 138247.668 86445 25934 51867 ok ok BI X 535 400 600 539 3950 25227.30 252273.000 217848.912 363081.520 183260 54978 109956 ok ok BA Y 580 300 400 339 3950 10672.90 106729.000 97569.220 162615.367 86445 25934 51867 ok ok BI Y 564 400 600 539 3950 31089.52 310895.200 268471.779 447452.965 183260 54978 109956 ok ok BTEPI 591 200 400 339 4830 6619.44 66194.400 61548.458 102580.763 57630 17289 34578 ok ok lantai 4 BA X 426 300 400 339 3950 27052.71 270527.100 247309.711 412182.852 86445 25934 51867 ok ok 174 LANTAI TIPE FRAME b h d L V=Vu V=Vu Vu Terpakai Vn Vc φ Vc2 φ Vc Vu Φ Vc2 Vu Φ Vc mm mm mm mm kg N N N N N N BI X 425 450 600 539 3950 55680.96 556809.600 480829.758 801382.931 206168 61850 123701 ok ok BA Y 470 300 500 439 3950 29538.85 295388.500 262559.246 437598.744 111945 33584 67167 ok ok BI Y 454 400 600 539 3950 42989.55 429895.500 371233.810 618723.017 183260 54978 109956 ok ok BTEPI 498 200 400 339 2000 6125.56 61255.600 50872.776 84787.960 57630 17289 34578 ok ok lantai 3 BA X 267 300 400 339 3950 11803.52 118035.200 107905.090 179841.817 86445 25934 51867 ok ok BI X 268 400 600 539 3950 33635.92 336359.200 290461.071 484101.785 183260 54978 109956 ok ok BA Y 334 300 400 339 3950 10688.11 106881.100 97708.266 162847.111 86445 25934 51867 ok ok BI Y 326 400 600 539 3950 34329.31 343293.100 296448.801 494081.335 183260 54978 109956 ok ok BTEPI 358 200 400 339 4830 7447.84 74478.400 69251.034 115418.390 57630 17289 34578 ok ok lantai 2 BA X 148 300 400 339 5000 11072.85 110728.500 103221.108 172035.180 86445 25934 51867 ok ok BI X 136 400 600 539 5000 32044.75 320447.500 285903.260 476505.433 183260 54978 109956 ok ok BA Y 202 300 400 339 3950 10423.87 104238.700 95292.644 158821.074 86445 25934 51867 ok ok BI Y 194 400 600 539 3950 32457.91 324579.100 280288.433 467147.388 183260 54978 109956 ok ok BTEPI 226 200 400 339 4830 6394.26 63942.600 59454.703 99091.172 57630 17289 34578 ok ok lantai 1 BA X 2 300 400 339 5000 10970.54 109705.400 102267.374 170445.623 86445 25934 51867 ok ok BI X 3 400 600 539 5000 16430.51 164305.100 146593.010 244321.684 183260 54978 109956 ok ok BA Y 69 300 400 339 3950 10457.47 104574.700 95599.808 159333.013 86445 25934 51867 ok ok BI Y 53 400 600 539 3950 30643.62 306436.200 264621.235 441035.392 183260 54978 109956 ok ok BTEPI 93 200 400 339 4830 6549.98 65499.800 60902.609 101504.348 57630 17289 34578 ok ok lantai bsmnt BA X 1254 300 400 339 3950 23086.56 230865.600 211052.071 351753.452 86445 25934 51867 ok ok BI X 1257 400 600 539 3950 47125.04 471250.400 406945.599 678242.664 183260 54978 109956 ok ok BA Y 1319 300 400 339 2500 21336.37 213363.700 184431.582 307385.970 86445 25934 51867 ok ok BI Y 1293 400 600 539 4990 49893.83 498938.300 445044.965 741741.608 183260 54978 109956 ok ok BTEPI 1313 200 400 339 4830 13720.64 137206.400 127576.386 212627.309 57630 17289 34578 ok ok 175 φ Vs φ Vs max φ Vs Vs max Av rencana s Syarat s Vn - φ Vc Tul Terpakai 23fcbd Vn-Vc23fcbd N N mm² mm s d2 N Penmpang cukup 15316 203400 ok 157 354 170 60105 ø10 - 150 339000.000 ok 55732 351200 ok 157 181 220 152591 ø10 - 175 585333.333 ok 22519 203400 ok 157 295 170 72109 ø10 - 150 339000.000 ok 36322 431200 ok 157 253 270 133841 ø10 - 225 718666.667 ok 38906 135600 ok 157 242 170 87896 ø10 - 150 226000.000 ok 79428 203400 ok 157 128 170 166957 ø10 - 100 339000.000 ok 132392 431200 ok 157 115 270 293957 ø10 - 100 718666.667 ok 71577 203400 ok 157 138 170 153873 ø10 - 125 339000.000 ok 137145 431200 ok 157 112 270 301879 ø10 - 100 718666.667 ok 53666 135600 ok 157 189 170 112496 ø10 - 150 226000.000 ok 31402 203400 ok 157 245 170 86914 ø10 - 150 339000.000 ok 84399 431200 ok 157 158 270 213969 ø10 - 150 718666.667 ok 18660 203400 ok 157 324 170 65678 ø10 - 150 339000.000 ok 131736 431200 ok 157 116 270 292865 ø10 - 150 718666.667 ok 22483 135600 ok 157 352 170 60524 ø10 - 150 226000.000 ok 31634 203400 ok 157 244 170 87302 ø10 - 150 339000.000 ok 95615 431200 ok 157 145 270 232662 ø10 - 125 718666.667 ok 45256 203400 ok 157 194 170 110005 ø10 - 150 339000.000 ok 145955 431200 ok 157 107 270 316563 ø10 - 100 718666.667 ok 35037 95600 ok 157 201 120 74648 ø10 - 100 159333.333 ok 31082 203400 ok 157 246 170 86381 ø10 - 150 339000.000 ok 107893 431200 ok 157 134 270 253126 ø10 - 125 718666.667 ok 45702 203400 ok 157 192 170 110748 ø10 - 150 339000.000 ok 158516 431200 ok 157 100 270 337497 ø10 - 100 718666.667 ok 26970 135600 ok 157 313 170 68003 ø10 - 150 226000.000 ok 195443 203400 ok 157 59 170 360316 ø10 - 50 339000.000 ok 357129 485100 ok 157 50 270 677682 ø10 - 50 808500.000 ok 176 φ Vs φ Vs max φ Vs Vs max Av rencana s Syarat s Vn - φ Vc Tul Terpakai 23fcbd Vn-Vc23fcbd N N mm² mm s d2 N Penmpang cukup 195392 263400 ok 157 74 220 370432 ø10 - 50 439000.000 ok 261278 431200 ok 157 67 270 508767 ø10 - 50 718666.667 ok 16295 135600 ok 157 424 170 50210 ø10 - 150 226000.000 ok 56038 203400 ok 157 166 170 127975 ø10 - 150 339000.000 ok 180505 431200 ok 157 90 270 374146 ø10 - 75 718666.667 ok 45841 203400 ok 157 192 170 110980 ø10 - 150 339000.000 ok 186493 431200 ok 157 88 270 384125 ø10 - 75 718666.667 ok 34673 135600 ok 157 263 170 80840 ø10 - 150 226000.000 ok 51354 203400 ok 157 177 170 120168 ø10 - 150 339000.000 ok 175947 431200 ok 157 92 270 366549 ø10 - 75 718666.667 ok 43426 203400 ok 157 199 170 106954 ø10 - 150 339000.000 ok 170332 431200 ok 157 95 270 357191 ø10 - 100 718666.667 ok 24877 135600 ok 157 330 170 64513 ø10 - 150 226000.000 ok 50400 203400 ok 157 180 170 118579 ø10 - 150 339000.000 ok 36637 431200 ok 157 252 270 134366 ø10 - 250 718666.667 ok 43733 203400 ok 157 198 170 107466 ø10 - 150 339000.000 ok 154665 431200 ok 157 102 270 331079 ø10 - 100 718666.667 ok 26325 135600 ok 157 318 170 66926 ø10 - 150 226000.000 ok 159185 203400 ok 157 71 170 299886 ø10 - 50 339000.000 ok 296990 431200 ok 157 60 270 568287 ø10 - 50 718666.667 ok 132565 203400 ok 157 83 170 255519 ø10 - 75 339000.000 ok 335089 431200 ok 157 54 270 631786 ø10 - 50 718666.667 ok 92998 135600 ok 157 120 170 178049 ø10 - 100 226000.000 ok 177 Tabel 4. 35 Tulangan Geser Gedung 1 Di Luar Daerah Sendi Plastis LANTAI TIPE FRAME b h d L V=Vu V=Vu Vu Terpakai Vn Vc φ Vc2 φ Vc Vu Φ Vc2 Vu Φ Vc mm mm mm mm kg N N N N lantai atap BA X 953 300 400 339 3500 7438.79 74387.900 57384.951 95641.586 86445 25934 51867 ok ok BI X 955 400 500 439 3500 16612.51 166125.100 118660.786 197767.976 149260 44778 89556 ok ok BA Y 1004 300 400 339 3950 8136.89 81368.900 64889.123 108148.538 86445 25934 51867 ok ok BI Y 986 400 600 539 3950 16939.31 169393.100 117931.905 196553.175 183260 54978 109956 ok ok BTEPI 1019 200 400 339 2130 8739.35 87393.500 54569.650 90949.417 57630 17289 34578 ok ok lantai 8 BA X 855 300 400 339 3950 14362.06 143620.600 114532.884 190888.139 86445 25934 51867 ok ok BI X 850 400 600 539 3500 28646.30 286463.000 188247.114 313745.190 183260 54978 109956 ok ok BA Y 897 300 400 339 3950 13503.30 135033.000 107684.544 179474.241 86445 25934 51867 ok ok BI Y 881 400 600 539 3950 28614.72 286147.200 199216.405 332027.342 183260 54978 109956 ok ok BTEPI 918 200 400 339 2500 10208.73 102087.300 69419.364 115698.940 57630 17289 34578 ok ok lantai 7 BA X 743 300 400 339 3950 9108.59 91085.900 72638.123 121063.538 86445 25934 51867 ok ok BI X 757 400 600 539 3950 22506.65 225066.500 156691.867 261153.112 183260 54978 109956 ok ok BA Y 812 300 400 339 2500 8159.08 81590.800 55481.744 92469.573 86445 25934 51867 ok ok BI Y 774 400 600 539 3950 27988.43 279884.300 194856.158 324760.264 183260 54978 109956 ok ok BTEPI 801 200 400 339 4830 6136.83 61368.300 51203.778 85339.630 57630 17289 34578 ok ok lantai 6 BA X 638 300 400 339 3950 9134.04 91340.400 72841.078 121401.797 86445 25934 51867 ok ok BI X 652 400 600 539 3950 23805.50 238055.000 165734.494 276224.156 183260 54978 109956 ok ok BA Y 685 300 400 339 3950 10624.08 106240.800 84723.676 141206.127 86445 25934 51867 ok ok BI Y 669 400 600 539 3950 29634.99 296349.900 206319.551 343865.918 183260 54978 109956 ok ok BTEPI 696 200 300 239 4830 6250.85 62508.500 54743.469 91239.115 40630 12189 24378 ok ok lantai 5 BA X 533 300 400 339 3950 9073.58 90735.800 72358.929 120598.215 86445 25934 51867 ok ok BI X 535 400 600 539 3950 25227.30 252273.000 175633.101 292721.835 183260 54978 109956 ok ok BA Y 580 300 400 339 3950 10672.90 106729.000 85113.000 141855.000 86445 25934 51867 ok ok BI Y 564 400 600 539 3950 31089.52 310895.200 216446.025 360743.376 183260 54978 109956 ok ok BTEPI 591 200 400 339 4830 6619.44 66194.400 55230.524 92050.874 57630 17289 34578 ok ok lantai 4 BA X 426 300 400 339 3950 27052.71 270527.100 215736.801 359561.335 86445 25934 51867 ok ok 178 LANTAI TIPE FRAME b h d L V=Vu V=Vu Vu Terpakai Vn Vc φ Vc2 φ Vc Vu Φ Vc2 Vu Φ Vc mm mm mm mm kg N N N N BI X 425 400 600 539 3950 55680.96 556809.600 387652.253 646087.089 183260 54978 109956 ok ok BA Y 470 300 400 339 3950 29538.85 295388.500 235562.981 392604.968 86445 25934 51867 ok ok BI Y 454 400 600 539 3950 42989.55 429895.500 299294.335 498823.892 183260 54978 109956 ok ok BTEPI 498 200 400 339 2000 6125.56 61255.600 36753.360 61255.600 57630 17289 34578 ok ok lantai 3 BA X 267 300 400 339 3950 11803.52 118035.200 94129.337 156882.228 86445 25934 51867 ok ok BI X 268 400 600 539 3950 33635.92 336359.200 234174.127 390290.211 183260 54978 109956 ok ok BA Y 334 300 400 339 3950 10688.11 106881.100 85234.295 142057.158 86445 25934 51867 ok ok BI Y 326 400 600 539 3950 34329.31 343293.100 239001.525 398335.876 183260 54978 109956 ok ok BTEPI 358 200 400 339 4830 7447.84 74478.400 62142.433 103570.722 57630 17289 34578 ok ok lantai 2 BA X 148 300 400 339 5000 11072.85 110728.500 93011.940 155019.900 86445 25934 51867 ok ok BI X 136 400 600 539 5000 32044.75 320447.500 243540.100 405900.167 183260 54978 109956 ok ok BA Y 202 300 400 339 3950 10423.87 104238.700 83127.065 138545.108 86445 25934 51867 ok ok BI Y 194 400 600 539 3950 32457.91 324579.100 225972.791 376621.319 183260 54978 109956 ok ok BTEPI 226 200 400 339 4830 6394.26 63942.600 53351.693 88919.489 57630 17289 34578 ok ok lantai 1 BA X 2 300 400 339 5000 10970.54 109705.400 92152.536 153587.560 86445 25934 51867 ok ok BI X 3 400 600 539 5000 16430.51 164305.100 124871.876 208119.793 183260 54978 109956 ok ok BA Y 69 300 400 339 3950 10457.47 104574.700 83395.014 138991.690 86445 25934 51867 ok ok BI Y 53 400 600 539 3950 30643.62 306436.200 213341.658 355569.430 183260 54978 109956 ok ok BTEPI 93 200 400 339 4830 6549.98 65499.800 54650.972 91084.953 57630 17289 34578 ok ok lantai bsmnt BA X 1254 300 400 339 3950 23086.56 230865.600 184108.010 306846.684 86445 25934 51867 ok ok BI X 1257 400 600 539 3950 47125.04 471250.400 328085.722 546809.536 183260 54978 109956 ok ok BA Y 1319 300 400 339 2500 21336.37 213363.700 145087.316 241812.193 86445 25934 51867 ok ok BI Y 1293 400 600 539 4990 49893.83 498938.300 378953.138 631588.563 183260 54978 109956 ok ok BTEPI 1313 200 400 339 4830 13720.64 137206.400 114480.702 190801.170 57630 17289 34578 ok ok 179 φ Vs φ Vs max φ Vs Vs max Av rencana s Syarat s Vn - φ Vc Tul Terpakai 23fcbd Vn-Vc23fcbd mm² mm s d2 N Penmpang cukup 5518 203400 ok 157 486 170 43775 ø10 - 150 339000.000 ok 29105 351200 ok 157 255 220 108212 ø10 - 200 585333.333 ok 13022 203400 ok 157 378 170 56282 ø10 - 150 339000.000 ok 7976 431200 ok 157 391 270 86597 ø10 - 250 718666.667 ok 19992 135600 ok 157 378 170 56371 ø10 - 150 226000.000 ok 62666 203400 ok 157 153 170 139021 ø10 - 150 339000.000 ok 78291 431200 ok 157 166 270 203789 ø10 - 150 718666.667 ok 55818 203400 ok 157 167 170 127607 ø10 - 150 339000.000 ok 89260 431200 ok 157 152 270 222071 ø10 - 150 718666.667 ok 34841 135600 ok 157 262 170 81121 ø10 - 150 226000.000 ok 20771 203400 ok 157 308 170 69197 ø10 - 150 339000.000 ok 46736 431200 ok 157 224 270 151197 ø10 - 200 718666.667 ok 3615 203400 ok 157 524 170 40603 ø10 - 150 339000.000 ok 84900 431200 ok 157 158 270 214804 ø10 - 150 718666.667 ok 16626 135600 ok 157 419 170 50762 ø10 - 150 226000.000 ok 20974 203400 ok 157 306 170 69535 ø10 - 150 339000.000 ok 55778 431200 ok 157 204 270 166268 ø10 - 200 718666.667 ok 32857 203400 ok 157 238 170 89339 ø10 - 150 339000.000 ok 96364 431200 ok 157 145 270 233910 ø10 - 100 718666.667 ok 30365 95600 ok 157 224 120 66861 ø10 - 100 159333.333 ok 20492 203400 ok 157 310 170 68731 ø10 - 150 339000.000 ok 65677 431200 ok 157 185 270 182766 ø10 - 175 718666.667 ok 33246 203400 ok 157 237 170 89988 ø10 - 150 339000.000 ok 106490 431200 ok 157 135 270 250787 ø10 - 100 718666.667 ok 20653 135600 ok 157 370 170 57473 ø10 - 150 226000.000 ok 163870 203400 ok 157 69 170 307694 ø10 - 50 339000.000 ok 277696 431200 ok 157 63 270 536131 ø10 - 50 718666.667 ok 180 φ Vs φ Vs max φ Vs Vs max Av rencana s Syarat s Vn - φ Vc Tul Terpakai 23fcbd Vn-Vc23fcbd mm² mm s d2 N Penmpang cukup 183696 203400 ok 157 62 170 340738 ø10 - 50 339000.000 ok 189338 431200 ok 157 87 270 388868 ø10 - 75 718666.667 ok 2175 135600 ok 157 798 170 26678 ø10 - 150 226000.000 ok 42262 203400 ok 157 203 170 105015 ø10 - 150 339000.000 ok 124218 431200 ok 157 121 270 280334 ø10 - 100 718666.667 ok 33367 203400 ok 157 236 170 90190 ø10 - 150 339000.000 ok 129046 431200 ok 157 117 270 288380 ø10 - 100 718666.667 ok 27564 135600 ok 157 309 170 68993 ø10 - 150 226000.000 ok 41145 203400 ok 157 206 170 103153 ø10 - 150 339000.000 ok 133584 431200 ok 157 114 270 295944 ø10 - 100 718666.667 ok 31260 203400 ok 157 246 170 86678 ø10 - 150 339000.000 ok 116017 431200 ok 157 127 270 266665 ø10 - 100 718666.667 ok 18774 135600 ok 157 392 170 54341 ø10 - 150 226000.000 ok 40286 203400 ok 157 209 170 101721 ø10 - 150 339000.000 ok 14916 431200 ok 157 345 270 98164 ø10 - 250 718666.667 ok 31528 203400 ok 157 244 170 87125 ø10 - 150 339000.000 ok 103386 431200 ok 157 138 270 245613 ø10 - 100 718666.667 ok 20073 135600 ok 157 377 170 56507 ø10 - 150 226000.000 ok 132241 203400 ok 157 83 170 254980 ø10 - 75 339000.000 ok 218130 431200 ok 157 77 270 436854 ø10 - 75 718666.667 ok 93220 203400 ok 157 112 170 189945 ø10 - 100 339000.000 ok 268997 431200 ok 157 65 270 521633 ø10 - 50 718666.667 ok 79903 135600 ok 157 136 170 156223 ø10 - 100 226000.000 ok 181 Tabel 4. 36 Tulangan Geser Gedung 2 Didaerah Sendi Plastis LANTAI TIPE FRAME b h d L V=Vu V=Vu Vu Terpakai Vn Vc φ Vc2 φ Vc Vu Φ Vc2 Vu Φ Vc mm mm mm mm kg N N N N lantai atap BA X 961 300 400 339 4000 9125.30 91253.000 83519.308 139198.847 86445 25934 51867 ok ok BI X 964 400 600 539 5000 17770.25 177702.500 158546.171 264243.618 183260 54978 109956 ok ok BA Y 989 300 400 339 3950 8211.19 82111.900 75064.828 125108.047 86445 25934 51867 ok ok BI Y 977 400 600 539 3950 17270.61 172706.100 149139.369 248565.615 183260 54978 109956 ok ok BTEPI 1006 350 400 339 3950 9980.6 99806.000 91240.371 152067.285 100853 30256 60512 ok ok lantai 8 BA X 825 300 400 339 4000 13632.97 136329.700 124775.758 207959.597 86445 25934 51867 ok ok BI X 852 400 600 539 5000 21992.47 219924.700 196216.817 327028.029 183260 54978 109956 ok ok BA Y 885 300 400 339 3950 12261.82 122618.200 112094.765 186824.608 86445 25934 51867 ok ok BI Y 865 400 600 539 3950 29974.49 299744.900 258843.001 431405.002 183260 54978 109956 ok ok BTEPI 894 300 400 339 3950 17264.82 172648.200 157831.051 263051.751 86445 25934 51867 ok ok lantai 7 BA X 715 300 400 339 4000 15955.75 159557.500 146035.002 243391.670 86445 25934 51867 ok ok BI X 740 400 600 539 5000 24377.62 243776.200 217497.126 362495.209 183260 54978 109956 ok ok BA Y 772 300 400 339 3950 14918.36 149183.600 136380.248 227300.413 86445 25934 51867 ok ok BI Y 753 400 600 539 3950 28983.91 289839.100 250288.904 417148.173 183260 54978 109956 ok ok BTEPI 782 200 400 339 3950 18569.15 185691.500 169754.938 282924.897 57630 17289 34578 ok ok lantai 6 BA X 603 300 400 339 4000 15949.92 159499.200 145981.643 243302.738 86445 25934 51867 ok ok BI X 628 400 600 539 5000 24289.08 242890.800 216707.172 361178.620 183260 54978 109956 ok ok BA Y 660 300 400 339 3950 14939.05 149390.500 136569.391 227615.652 86445 25934 51867 ok ok BI Y 648 400 600 539 3950 33055.30 330553.000 285447.160 475745.267 183260 54978 109956 ok ok BTEPI 670 300 400 339 3950 19816.79 198167.900 181160.579 301934.298 86445 25934 51867 ok ok lantai 5 BA X 491 300 400 339 4000 15965.56 159655.600 146124.788 243541.313 86445 25934 51867 ok ok BI X 516 400 600 539 5000 26373.67 263736.700 235305.884 392176.473 183260 54978 109956 ok ok BA Y 548 300 400 339 3950 12877.64 128776.400 117724.451 196207.418 86445 25934 51867 ok ok BI Y 529 400 600 539 3950 28925.76 289257.600 249786.753 416311.255 183260 54978 109956 ok ok BTEPI 558 350 400 339 3950 20694.77 206947.700 189186.872 315311.453 100853 30256 60512 ok ok lantai 4 BA X 388 300 400 339 3500 15590.05 155900.500 140800.423 234667.372 86445 25934 51867 ok ok 182 LANTAI TIPE FRAME b h d L V=Vu V=Vu Vu Terpakai Vn Vc φ Vc2 φ Vc Vu Φ Vc2 Vu Φ Vc mm mm mm mm kg N N N N BI X 391 400 600 539 5000 29725.74 297257.400 265213.052 442021.754 183260 54978 109956 ok ok BA Y 435 300 400 339 3950 16064.33 160643.300 146856.445 244760.741 86445 25934 51867 ok ok BI Y 404 400 600 539 3950 32798.49 327984.900 283229.492 472049.154 183260 54978 109956 ok ok BTEPI 432 300 400 339 3950 21969.66 219696.600 200841.626 334736.043 86445 25934 51867 ok ok lantai 3 BA X 263 300 400 339 3500 16891.00 168910.000 152549.860 254249.767 86445 25934 51867 ok ok BI X 265 400 600 539 3500 34585.12 345851.200 292590.115 487650.192 183260 54978 109956 ok ok BA Y 310 300 400 339 3950 16720.72 167207.200 152857.012 254761.687 86445 25934 51867 ok ok BI Y 278 400 600 539 3950 38165.77 381657.700 329578.333 549297.221 183260 54978 109956 ok ok BTEPI 307 300 400 339 3950 24337.67 243376.700 222489.434 370815.723 86445 25934 51867 ok ok lantai 2 BA X 151 300 400 339 3500 15874.13 158741.300 143366.071 238943.452 86445 25934 51867 ok ok BI X 153 400 600 539 3500 28458.28 284582.800 240757.049 401261.748 183260 54978 109956 ok ok BA Y 198 300 400 339 3950 15639.91 156399.100 142976.494 238294.156 86445 25934 51867 ok ok BI Y 168 400 600 539 3300 50634.38 506343.800 423640.979 706068.299 183260 54978 109956 ok ok BTEPI 196 300 400 339 3950 23114.71 231147.100 211309.412 352182.354 86445 25934 51867 ok ok lantai 1 BA X 39 300 400 339 3500 15934.81 159348.100 143914.098 239856.831 86445 25934 51867 ok ok BI X 41 400 600 539 3500 32141.15 321411.500 271914.129 453190.215 183260 54978 109956 ok ok BA Y 86 300 500 439 3950 15719.96 157199.600 139728.556 232880.926 111945 33584 67167 ok ok BI Y 54 400 600 539 3950 34039.31 340393.100 293944.523 489907.538 183260 54978 109956 ok ok BTEPI 84 300 400 339 3950 21773.88 217738.800 199051.850 331753.083 86445 25934 51867 ok ok lantai bsmnt BA X 1073 400 500 439 3500 38011.97 380119.700 332441.829 554069.715 149260 44778 89556 ok ok BI X 1075 400 700 639 3500 68451.46 684514.600 559541.792 932569.653 217260 65178 130356 ok ok BA Y 1126 300 400 339 3300 18776.56 187765.600 168476.952 280794.920 86445 25934 51867 ok ok BI Y 1088 650 700 639 3950 72891.92 728919.200 611000.372 1018333.954 353048 105914 211829 ok ok BTEPI 1086 300 500 439 5000 36131.45 361314.500 329591.087 549318.478 111945 33584 67167 ok ok 183 φ Vs φ Vs max φ Vs Vs max Av rencana s Syarat s Vn - φ Vc Tul Terpakai 23fcbd Vn-Vc23fcbd mm² mm s d2 N Penmpang cukup 31652 203400 ok 157 244 170 87332 ø10 - 150 339000.000 ok 48590 431200 ok 157 219 270 154288 ø10 - 200 718666.667 ok 23198 203400 ok 157 291 170 73241 ø10 - 150 339000.000 ok 39183 431200 ok 157 244 270 138610 ø10 - 200 718666.667 ok 30729 237300 ok 157 233 170 91556 ø10 - 150 395500.000 ok 72909 203400 ok 157 136 170 156093 ø10 - 100 339000.000 ok 86261 431200 ok 157 156 270 217072 ø10 - 150 718666.667 ok 60228 203400 ok 157 158 170 134958 ø10 - 150 339000.000 ok 148887 431200 ok 157 105 270 321449 ø10 - 100 718666.667 ok 105964 203400 ok 157 101 170 211185 ø10 - 100 339000.000 ok 94168 203400 ok 157 111 170 191525 ø10 - 100 339000.000 ok 107541 431200 ok 157 134 270 252539 ø10 - 125 718666.667 ok 84513 203400 ok 157 121 170 175433 ø10 - 100 339000.000 ok 140333 431200 ok 157 110 270 307192 ø10 - 100 718666.667 ok 135177 135600 ok 157 86 170 248347 ø10 - 75 226000.000 ok 94115 203400 ok 157 111 170 191436 ø10 - 100 339000.000 ok 106751 431200 ok 157 135 270 251223 ø10 - 100 718666.667 ok 84702 203400 ok 157 121 170 175749 ø10 - 100 339000.000 ok 175491 431200 ok 157 93 270 365789 ø10 - 75 718666.667 ok 129294 203400 ok 157 85 170 250067 ø10 - 75 339000.000 ok 94258 203400 ok 157 111 170 191674 ø10 - 100 339000.000 ok 125350 431200 ok 157 120 270 282220 ø10 - 100 718666.667 ok 65857 203400 ok 157 147 170 144340 ø10 - 125 339000.000 ok 139831 431200 ok 157 110 270 306355 ø10 - 100 718666.667 ok 128675 237300 ok 157 84 170 254800 ø10 - 75 395500.000 ok 88933 203400 ok 157 116 170 182800 ø10 - 100 339000.000 ok 155257 431200 ok 157 102 270 332066 ø10 - 100 718666.667 ok 184 φ Vs φ Vs max φ Vs Vs max Av rencana s Syarat s Vn - φ Vc Tul Terpakai 23fcbd Vn-Vc23fcbd mm² mm s d2 N Penmpang cukup 94989 203400 ok 157 110 170 192894 ø10 - 100 339000.000 ok 173273 431200 ok 157 93 270 362093 ø10 - 75 718666.667 ok 148975 203400 ok 157 75 170 282869 ø10 - 75 339000.000 ok 100683 203400 ok 157 105 170 202383 ø10 - 100 339000.000 ok 182634 431200 ok 157 90 270 377694 ø10 - 75 718666.667 ok 100990 203400 ok 157 105 170 202895 ø10 - 100 339000.000 ok 219622 431200 ok 157 77 270 439341 ø10 - 75 718666.667 ok 170622 203400 ok 157 67 170 318949 ø10 - 50 339000.000 ok 91499 203400 ok 157 114 170 187076 ø10 - 100 339000.000 ok 130801 431200 ok 157 116 270 291306 ø10 - 100 718666.667 ok 91109 203400 ok 157 114 170 186427 ø10 - 100 339000.000 ok 313685 431200 ok 157 57 270 596112 ø10 - 50 718666.667 ok 159442 203400 ok 157 71 170 300315 ø10 - 50 339000.000 ok 92047 203400 ok 157 113 170 187990 ø10 - 100 339000.000 ok 161958 431200 ok 157 99 270 343234 ø10 - 75 718666.667 ok 72562 263400 ok 157 166 220 165714 ø10 - 150 439000.000 ok 183989 431200 ok 157 89 270 379952 ø10 - 75 718666.667 ok 147185 203400 ok 157 76 170 279886 ø10 - 75 339000.000 ok 242886 351200 ok 157 59 220 464514 ø10 - 50 585333.333 ok 429186 511200 ok 157 50 320 802214 ø10 - 50 852000.000 ok 116610 203400 ok 157 93 170 228928 ø10 - 75 339000.000 ok 399172 830700 ok 157 50 320 806505 ø10 - 50 1384500.000 ok 262424 263400 ok 157 57 220 482151 ø10 - 50 439000.000 ok 185 Tabel 4. 37 Tulangan Geser Gedung 2 Di Luar Daerah Sendi Plastis LANTAI TIPE FRAME b h d L V=Vu V=Vu Vu Terpakai Vn Vc φ Vc2 φ Vc Vu Φ Vc2 Vu Φ Vc mm mm mm mm kg N N N N lantai atap BA X 961 300 400 339 4000 9125.30 91253.000 73002.400 121670.667 86445 25934 51867 ok ok BI X 964 400 600 539 5000 17770.25 177702.500 135053.900 225089.833 183260 54978 109956 ok ok BA Y 989 300 400 339 3950 8211.19 82111.900 65481.642 109136.070 86445 25934 51867 ok ok BI Y 977 400 600 539 3950 17270.61 172706.100 120238.424 200397.373 183260 54978 109956 ok ok BTEPI 1006 350 400 339 3950 9980.6 99806.000 79592.127 132653.544 100853 30256 60512 ok ok lantai 8 BA X 825 300 400 339 4000 13632.97 136329.700 109063.760 181772.933 86445 25934 51867 ok ok BI X 852 400 600 539 5000 21992.47 219924.700 167142.772 278571.287 183260 54978 109956 ok ok BA Y 885 300 400 339 3950 12261.82 122618.200 97784.134 162973.557 86445 25934 51867 ok ok BI Y 865 400 600 539 3950 29974.49 299744.900 208683.158 347805.264 183260 54978 109956 ok ok BTEPI 894 300 400 339 3950 17264.82 172648.200 137681.476 229469.127 86445 25934 51867 ok ok lantai 7 BA X 715 300 400 339 4000 15955.75 159557.500 127646.000 212743.333 86445 25934 51867 ok ok BI X 740 400 600 539 5000 24377.62 243776.200 185269.912 308783.187 183260 54978 109956 ok ok BA Y 772 300 400 339 3950 14918.36 149183.600 118969.200 198282.000 86445 25934 51867 ok ok BI Y 753 400 600 539 3950 28983.91 289839.100 201786.715 336311.192 183260 54978 109956 ok ok BTEPI 782 200 400 339 3950 18569.15 185691.500 148083.095 246805.158 57630 17289 34578 ok ok lantai 6 BA X 603 300 400 339 4000 15949.92 159499.200 127599.360 212665.600 86445 25934 51867 ok ok BI X 628 400 600 539 5000 24289.08 242890.800 184597.008 307661.680 183260 54978 109956 ok ok BA Y 660 300 400 339 3950 14939.05 149390.500 119134.196 198556.994 86445 25934 51867 ok ok BI Y 648 400 600 539 3950 33055.30 330553.000 230131.835 383553.059 183260 54978 109956 ok ok BTEPI 670 200 400 339 3950 19816.79 198167.900 158032.629 263387.715 57630 17289 34578 ok ok lantai 5 BA X 491 300 400 339 4000 15965.56 159655.600 127724.480 212874.133 86445 25934 51867 ok ok BI X 516 400 600 539 5000 26373.67 263736.700 200439.892 334066.487 183260 54978 109956 ok ok BA Y 548 300 400 339 3950 12877.64 128776.400 102695.104 171158.506 86445 25934 51867 ok ok BI Y 529 400 600 539 3950 28925.76 289257.600 201381.873 335636.456 183260 54978 109956 ok ok BTEPI 558 350 400 339 3950 20694.77 206947.700 165034.242 275057.070 100853 30256 60512 ok ok 186 LANTAI TIPE FRAME b h d L V=Vu V=Vu Vu Terpakai Vn Vc φ Vc2 φ Vc Vu Φ Vc2 Vu Φ Vc mm mm mm mm kg N N N N lantai 4 BA X 388 300 400 339 3500 15590.05 155900.500 120266.100 200443.500 86445 25934 51867 ok ok BI X 391 400 600 539 5000 29725.74 297257.400 225915.624 376526.040 183260 54978 109956 ok ok BA Y 435 300 400 339 3950 16064.33 160643.300 128107.948 213513.247 86445 25934 51867 ok ok BI Y 404 400 600 539 3950 32798.49 327984.900 228343.918 380573.196 183260 54978 109956 ok ok BTEPI 432 300 400 339 3950 21969.66 219696.600 175201.086 292001.810 86445 25934 51867 ok ok lantai 3 BA X 263 300 400 339 3500 16891.00 168910.000 130302.000 217170.000 86445 25934 51867 ok ok BI X 265 400 600 539 3500 34585.12 345851.200 227273.646 378789.410 183260 54978 109956 ok ok BA Y 310 300 400 339 3950 16720.72 167207.200 133342.451 222237.418 86445 25934 51867 ok ok BI Y 278 400 600 539 3950 38165.77 381657.700 265711.057 442851.762 183260 54978 109956 ok ok BTEPI 307 300 400 339 3950 24337.67 243376.700 194085.216 323475.361 86445 25934 51867 ok ok lantai 2 BA X 151 300 400 339 3500 15874.13 158741.300 122457.574 204095.957 86445 25934 51867 ok ok BI X 153 400 600 539 3500 28458.28 284582.800 187011.554 311685.924 183260 54978 109956 ok ok BA Y 198 300 400 339 3950 15639.91 156399.100 124723.333 207872.222 86445 25934 51867 ok ok BI Y 168 400 600 539 3300 50634.38 506343.800 322218.782 537031.303 183260 54978 109956 ok ok BTEPI 196 300 400 339 3950 23114.71 231147.100 184332.497 307220.829 86445 25934 51867 ok ok lantai 1 BA X 39 300 400 339 3500 15934.81 159348.100 122925.677 204876.129 86445 25934 51867 ok ok BI X 41 400 600 539 3500 32141.15 321411.500 211213.271 352022.119 183260 54978 109956 ok ok BA Y 86 300 500 439 3950 15719.96 157199.600 117402.233 195670.388 111945 33584 67167 ok ok BI Y 54 400 600 539 3950 34039.31 340393.100 236982.538 394970.897 183260 54978 109956 ok ok BTEPI 84 300 400 339 3950 21773.88 217738.800 173639.803 289399.671 86445 25934 51867 ok ok lantai bsmnt BA X 1073 300 500 439 3500 38011.97 380119.700 271514.071 452523.452 111945 33584 67167 ok ok BI X 1075 400 600 539 3500 68451.46 684514.600 449823.880 749706.467 183260 54978 109956 ok ok BA Y 1126 300 400 339 3300 18776.56 187765.600 142246.667 237077.778 86445 25934 51867 ok ok BI Y 1088 500 650 589 3950 72891.92 728919.200 489021.742 815036.236 250325 75098 150195 ok ok BTEPI 1086 400 500 439 5000 36131.45 361314.500 289051.600 481752.667 149260 44778 89556 ok ok 187 φ Vs φ Vs max φ Vs Vs max Av rencana s Syarat s Vn - φ Vc Tul Terpakai 23fcbd Vn-Vc23fcbd mm² mm s d2 N Penmpang cukup 21135 203400 ok 157 305 170 69804 ø10 - 150 339000.000 ok 25098 431200 ok 157 294 270 115134 ø10 - 250 718666.667 ok 13615 203400 ok 157 372 170 57269 ø10 - 150 339000.000 ok 10282 431200 ok 157 374 270 90441 ø10 - 250 718666.667 ok 19081 237300 ok 157 295 170 72142 ø10 - 150 395500.000 ok 57197 203400 ok 157 164 170 129906 ø10 - 150 339000.000 ok 57187 431200 ok 157 201 270 168615 ø10 - 200 718666.667 ok 45917 203400 ok 157 192 170 111107 ø10 - 175 339000.000 ok 98727 431200 ok 157 142 270 237849 ø10 - 125 718666.667 ok 85814 203400 ok 157 120 170 177602 ø10 - 100 339000.000 ok 75779 203400 ok 157 132 170 160876 ø10 - 125 339000.000 ok 75314 431200 ok 157 170 270 198827 ø10 - 150 718666.667 ok 67102 203400 ok 157 145 170 146415 ø10 - 125 339000.000 ok 91831 431200 ok 157 150 270 226355 ø10 - 125 718666.667 ok 113505 135600 ok 157 100 170 212227 ø10 - 100 226000.000 ok 75732 203400 ok 157 132 170 160799 ø10 - 150 339000.000 ok 74641 431200 ok 157 171 270 197706 ø10 - 150 718666.667 ok 67267 203400 ok 157 145 170 146690 ø10 - 125 339000.000 ok 120176 431200 ok 157 124 270 273597 ø10 - 100 718666.667 ok 123455 135600 ok 157 93 170 228810 ø10 - 75 226000.000 ok 75857 203400 ok 157 132 170 161007 ø10 - 125 339000.000 ok 90484 431200 ok 157 151 270 224110 ø10 - 150 718666.667 ok 50828 203400 ok 157 178 170 119292 ø10 - 150 339000.000 ok 91426 431200 ok 157 150 270 225680 ø10 - 150 718666.667 ok 104523 237300 ok 157 99 170 214546 ø10 - 75 395500.000 ok 68399 203400 ok 157 143 170 148577 ø10 - 125 339000.000 ok 115960 431200 ok 157 127 270 266570 ø10 - 125 718666.667 ok 188 φ Vs φ Vs max φ Vs Vs max Av rencana s Syarat s Vn - φ Vc Tul Terpakai 23fcbd Vn-Vc23fcbd mm² mm s d2 N Penmpang cukup 76241 203400 ok 157 132 170 161646 ø10 - 125 339000.000 ok 118388 431200 ok 157 125 270 270617 ø10 - 125 718666.667 ok 123334 203400 ok 157 89 170 240135 ø10 - 75 339000.000 ok 78435 203400 ok 157 129 170 165303 ø10 - 150 339000.000 ok 117318 431200 ok 157 126 270 268833 ø10 - 125 718666.667 ok 81475 203400 ok 157 125 170 170370 ø10 - 125 339000.000 ok 155755 431200 ok 157 102 270 332896 ø10 - 100 718666.667 ok 142218 203400 ok 157 78 170 271608 ø10 - 75 339000.000 ok 70591 203400 ok 157 140 170 152229 ø10 - 125 339000.000 ok 77056 431200 ok 157 168 270 201730 ø10 - 150 718666.667 ok 72856 203400 ok 157 136 170 156005 ø10 - 125 339000.000 ok 212263 431200 ok 157 79 270 427075 ø10 - 75 718666.667 ok 132465 203400 ok 157 83 170 255354 ø10 - 75 339000.000 ok 71059 203400 ok 157 139 170 153009 ø10 - 125 339000.000 ok 101257 431200 ok 157 140 270 242066 ø10 - 125 718666.667 ok 50235 263400 ok 157 215 220 128503 ø10 - 200 439000.000 ok 127027 431200 ok 157 119 270 285015 ø10 - 100 718666.667 ok 121773 203400 ok 157 90 170 237533 ø10 - 75 339000.000 ok 204347 263400 ok 157 72 220 385356 ø10 - 75 439000.000 ok 339868 431200 ok 157 53 270 639750 ø10 - 50 718666.667 ok 90380 203400 ok 157 115 170 185211 ø10 - 100 339000.000 ok 338827 589000 ok 157 56 295 664841 ø10 - 50 981666.667 ok 199496 351200 ok 157 70 220 392197 ø10 - 50 585333.333 ok 189 Tabel 4. 38 Tulangan Torsi Gedung 1 Lantai Tipe Frame Tu Tu Tn Vu Vu b h d x1 kgm Nmm Nmm kg N mm mm mm mm Lantai Atap BA X 953 77.35 773500 1031333.333 7438.79 74387.900 300 400 339 210 BI X 955 642.15 6421500 8562000.000 16612.51 166125.100 400 500 439 310 BA Y 1004 85.44 854400 1139200.000 8136.89 81368.900 300 400 339 210 BI Y 986 1200.26 12002600 16003466.667 16939.31 169393.100 400 600 539 310 BTEPI 1019 1508.77 15087700 20116933.333 8739.35 87393.500 200 400 339 110 Lantai 8 BA X 855 161.08 1610800 2147733.333 14362.06 143620.600 300 400 339 210 BI X 850 1358.77 13587700 18116933.333 28646.30 286463.000 400 600 539 310 BA Y 897 136.79 1367900 1823866.667 13503.30 135033.000 300 400 339 210 BI Y 881 2701.31 27013100 36017466.667 28614.72 286147.200 400 600 539 310 BTEPI 918 5518.62 55186200 73581600.000 10208.73 102087.300 400 500 439 310 Lantai 7 BA X 743 277.86 2778600 3704800.000 9108.59 91085.900 300 400 339 210 BI X 757 2399.91 23999100 31998800.000 22506.65 225066.500 400 600 539 310 BA Y 812 225.41 2254100 3005466.667 8159.08 81590.800 300 400 339 210 BI Y 774 1906.49 19064900 25419866.667 27988.43 279884.300 400 600 539 310 BTEPI 801 399.5 3995000 5326666.667 6136.83 61368.300 200 400 339 110 Lantai 6 BA X 638 322.22 3222200 4296266.667 9134.04 91340.400 300 400 339 210 BI X 652 2773.75 27737500 36983333.333 23805.50 238055.000 400 600 539 310 BA Y 685 284.80 2848000 3797333.333 10624.08 106240.800 300 400 339 210 BI Y 669 2376.07 23760700 31680933.333 29634.99 296349.900 400 600 539 310 BTEPI 696 391.98 3919800 5226400.000 6250.85 62508.500 200 300 239 110 Lantai 5 BA X 533 386.06 3860600 5147466.667 9073.58 90735.800 300 400 339 210 BI X 535 3354.68 33546800 44729066.667 25227.30 252273.000 400 600 539 310 BA Y 580 321.63 3216300 4288400.000 10672.90 106729.000 300 400 339 210 BI Y 564 2847.65 28476500 37968666.667 31089.52 310895.200 400 600 539 310 BTEPI 591 397.36 3973600 5298133.333 6619.44 66194.400 200 400 339 110 190 Lantai Tipe Frame Tu Tu Tn Vu Vu b h d x1 kgm Nmm Nmm kg N mm mm mm mm Lantai 4 BA X 426 416.69 4166900 5555866.667 27052.71 270527.100 400 500 439 310 BI X 425 5075.53 50755300 67673733.333 55680.96 556809.600 500 600 539 410 BA Y 470 324.81 3248100 4330800.000 29538.85 295388.500 400 500 439 310 BI Y 454 6159.15 61591500 82122000.000 42989.55 429895.500 500 600 539 410 BTEPI 498 4598.38 45983800 61311733.333 6125.56 61255.600 400 500 439 310 Lantai 3 BA X 267 73.16 731600 975466.667 11803.52 118035.200 300 400 339 210 BI X 268 146.53 1465300 1953733.333 33635.92 336359.200 400 600 539 310 BA Y 334 410.26 4102600 5470133.333 10688.11 106881.100 300 400 339 210 BI Y 326 3533.58 35335800 47114400.000 34329.31 343293.100 400 600 539 310 BTEPI 358 437.64 4376400 5835200.000 7447.84 74478.400 200 400 339 110 Lantai 2 BA X 148 21.15 211500 282000.000 11072.85 110728.500 300 400 339 210 BI X 136 91.85 918500 1224666.667 32044.75 320447.500 400 600 539 310 BA Y 202 408.65 4086500 5448666.667 10423.87 104238.700 300 400 339 210 BI Y 194 3246.27 32462700 43283600.000 32457.91 324579.100 400 600 539 310 BTEPI 226 384.73 3847300 5129733.333 6394.26 63942.600 200 400 339 110 Lantai 1 BA X 2 15.80 158000 210666.667 10970.54 109705.400 300 400 339 210 BI X 3 83.86 838600 1118133.333 16430.51 164305.100 400 600 539 310 BA Y 69 278.31 2783100 3710800.000 10457.47 104574.700 300 400 339 210 BI Y 53 2921.58 29215800 38954400.000 30643.62 306436.200 400 600 539 310 BTEPI 93 383.25 3832500 5110000.000 6549.98 65499.800 200 400 339 110 Lantai Bsmnt BA X 1254 262.27 2622700 3496933.333 23086.56 230865.600 300 400 339 210 BI X 1257 3326.67 33266700 44355600.000 47125.04 471250.400 400 600 539 310 BA Y 1319 43.84 438400 584533.333 21336.37 213363.700 300 400 339 210 BI Y 1293 5474.54 54745400 72993866.667 49893.83 498938.300 500 600 539 410 BTEPI 1313 842.14 8421400 11228533.333 13720.64 137206.400 200 400 339 110 191 y1 Σ x 2 y Batas Tu tdk perlu tul ct αt Tc Ts At Ats s terkecil Batas max Tu Tu120 Φfc0,5Σx²y mm mm3 N Nmm Puntir diabaikan mm Nmm Nmm satu kaki sengkang mm 310 41184000 6177600 773500 ok 0.002 1.159 879437.025 151896.308 4.074 2.362 300 410 85184000 12777600 6421500 ok 0.002 1.108 5547455.367 3014544.633 27.466 28.764 300 310 41184000 6177600 854400 ok 0.002 1.159 888038.778 251161.222 5.329 3.906 300 510 101184000 15177600 12002600 ok 0.002 1.215 11910373.211 4093093.456 31.601 30.375 300 310 21184000 3177600 15087700 ok 0.003 1.606 5719846.265 14397087.068 266.033 329.791 300 310 41184000 6177600 1610800 ok 0.002 1.159 948256.951 1199476.382 17.264 18.653 300 510 101184000 15177600 13587700 ok 0.002 1.215 8262401.453 9854531.880 56.157 73.132 300 310 41184000 6177600 1367900 ok 0.002 1.159 856853.395 967013.271 14.148 15.038 300 510 101184000 15177600 27013100 tdk ok 0.002 1.215 15152935.279 20864531.387 116.615 154.839 300 410 85184000 12777600 55186200 tdk ok 0.002 1.108 26725110.483 46856489.517 347.660 447.093 300 310 41184000 6177600 2778600 ok 0.002 1.159 2540660.417 1164139.583 20.783 18.104 300 510 101184000 15177600 23999100 ok 0.002 1.215 16658286.039 15340513.961 91.125 113.844 300 310 41184000 6177600 2254100 ok 0.002 1.159 2308050.068 697416.599 14.405 10.846 300 510 101184000 15177600 19064900 ok 0.002 1.215 11504422.556 13915444.111 79.140 103.269 300 310 21184000 3177600 3995000 tdk ok 0.003 1.606 3262083.561 2064583.106 46.510 47.293 300 310 41184000 6177600 3222200 ok 0.002 1.159 2921238.343 1375028.324 24.350 21.383 300 510 101184000 15177600 27737500 tdk ok 0.002 1.215 17786670.545 19196662.788 111.046 142.461 300 310 41184000 6177600 2848000 ok 0.002 1.159 2241408.891 1555924.442 24.909 24.197 300 510 101184000 15177600 23760700 tdk ok 0.002 1.215 13247588.287 18433345.047 102.890 136.797 300 210 17184000 2577600 3919800 tdk ok 0.003 1.303 2289640.965 2936759.035 105.732 114.260 300 310 41184000 6177600 3860600 ok 0.002 1.159 3487610.842 1659855.825 29.298 25.813 300 510 101184000 15177600 33546800 tdk ok 0.002 1.215 19495953.834 25233112.833 142.174 187.259 300 310 41184000 6177600 3216300 ok 0.002 1.159 2510876.137 1777523.863 28.333 27.643 300 510 101184000 15177600 28476500 tdk ok 0.002 1.215 14789995.637 23178671.030 127.554 172.012 300 310 21184000 3177600 3973600 tdk ok 0.003 1.606 3057279.105 2240854.229 48.826 51.331 300 410 85184000 12777600 4166900 ok 0.002 1.108 2246888.850 3308977.817 25.030 31.573 300 192 y1 Σ x 2 y Batas Tu tdk perlu tul ct αt Tc Ts At Ats s terkecil Batas max Tu Tu120 Φfc0,5Σx²y mm mm3 N Nmm Puntir diabaikan mm Nmm Nmm satu kaki sengkang mm 510 155184000 23277600 50755300 tdk ok 0.002 1.081 19035157.086 48638576.248 217.460 334.854 300 410 85184000 12777600 3248100 ok 0.002 1.108 1606507.879 2724292.121 20.284 25.995 300 510 155184000 23277600 61591500 tdk ok 0.002 1.081 27321839.958 54800160.042 249.881 377.273 300 410 85184000 12777600 45983800 tdk ok 0.002 1.108 27491116.412 33820616.921 261.862 322.708 300 310 41184000 6177600 731600 ok 0.002 1.159 524909.167 450557.500 6.904 7.007 300 510 101184000 15177600 1465300 ok 0.002 1.215 782481.076 1171252.258 6.480 8.692 300 310 41184000 6177600 4102600 ok 0.002 1.159 3165441.743 2304691.591 36.511 35.841 300 510 101184000 15177600 35335800 tdk ok 0.002 1.215 16215786.833 30898613.167 166.621 229.303 300 310 21184000 3177600 4376400 tdk ok 0.003 1.606 3004469.678 2830730.322 58.743 64.843 300 310 41184000 6177600 211500 ok 0.002 1.159 161867.802 120132.198 1.895 1.868 300 510 101184000 15177600 918500 ok 0.002 1.215 514919.295 709747.372 3.966 5.267 300 310 41184000 6177600 4086500 ok 0.002 1.159 3229248.550 2219418.117 35.610 34.515 300 510 101184000 15177600 32462700 tdk ok 0.002 1.215 15858978.678 27424621.322 149.319 203.522 300 310 21184000 3177600 3847300 tdk ok 0.003 1.606 3063018.412 2066714.921 45.865 47.342 300 310 41184000 6177600 158000 ok 0.002 1.159 122053.889 88612.777 1.405 1.378 300 510 101184000 15177600 838600 ok 0.002 1.215 916665.463 201467.871 1.878 1.495 300 310 41184000 6177600 2783100 ok 0.002 1.159 2225655.340 1485144.660 23.990 23.096 300 510 101184000 15177600 29215800 tdk ok 0.002 1.215 15272714.303 23681685.697 130.480 175.745 300 310 21184000 3177600 3832500 tdk ok 0.003 1.606 2994029.672 2115970.328 46.472 48.470 300 310 41184000 6177600 2622700 ok 0.002 1.159 960425.428 2536507.906 33.911 39.446 300 510 101184000 15177600 33266700 tdk ok 0.002 1.215 11871491.935 32484108.065 170.118 241.069 300 310 41184000 6177600 438400 ok 0.002 1.159 174122.455 410410.878 5.533 6.382 300 510 155184000 23277600 54745400 tdk ok 0.002 1.081 22246781.396 50747085.270 228.866 349.370 300 310 21184000 3177600 8421400 tdk ok 0.003 1.606 3112725.277 8115808.056 149.584 185.907 300 193 A1 Tul Torsi Terpakai Φfc3xΣx²y 1+0,4xVuCtTu20,5 Tu max Tu Tu max Penampang diperbesar Tu maxTu mm² Nmm Nmm Nmm 14.122 1ø22 41184000 15.610 2638311.076 773500 1864811 ok 131.836 1ø22 85184000 5.119 16642366.100 6421500 10220866 ok 18.473 1ø22 41184000 15.459 2664116.334 854400 1809716 ok 172.750 1ø22 101184000 2.832 35731119.633 12002600 23728520 ok 744.892 2ø22 21184000 1.235 17159538.795 15087700 2071839 ok 59.850 1ø22 41184000 14.477 2844770.853 1610800 1233971 ok 306.993 1ø22 101184000 4.082 24787204.360 13587700 11199504 ok 49.047 1ø22 41184000 16.021 2570560.186 1367900 1202660 ok 637.493 2ø22 101184000 2.226 45458805.838 27013100 18445706 ok 1668.767 9ø22 85184000 1.062 80175331.449 55186200 24989131 ok 72.049 1ø22 41184000 5.403 7621981.250 2778600 4843381 ok 498.151 2ø22 101184000 2.025 49974858.116 23999100 25975758 ok 49.936 1ø22 41184000 5.948 6924150.204 2254100 4670050 ok 432.632 2ø22 101184000 2.932 34513267.668 19064900 15448368 ok 130.227 1ø22 21184000 2.165 9786250.683 3995000 5791251 ok 84.414 1ø22 41184000 4.699 8763715.029 3222200 5541515 ok 607.050 2ø22 101184000 1.896 53360011.635 27737500 25622512 ok 86.350 2ø22 41184000 6.125 6724226.674 2848000 3876227 ok 562.466 2ø22 101184000 2.546 39742764.860 23760700 15982065 ok 225.561 1ø22 17184000 2.502 6868922.895 3919800 2949123 ok 101.566 1ø22 41184000 3.936 10462832.525 3860600 6602233 ok 777.215 2ø22 101184000 1.730 58487861.501 33546800 24941062 ok 98.219 1ø22 41184000 5.467 7532628.410 3216300 4316328 ok 697.295 2ø22 101184000 2.280 44369986.911 28476500 15893487 ok 136.713 1ø22 21184000 2.310 9171837.314 3973600 5198237 ok 120.146 1ø22 85184000 12.637 6740666.550 4166900 2573767 ok 1333.756 4ø22 155184000 2.717 57105471.257 50755300 6350171 ok 194 A1 Tul Torsi Terpakai Φfc3xΣx²y 1+0,4xVuCtTu20,5 Tu max Tu Tu max Penampang diperbesar Tu maxTu mm² Nmm Nmm Nmm 97.361 1ø22 85184000 17.675 4819523.638 3248100 1571424 ok 1532.601 5ø22 155184000 1.893 81965519.873 61591500 20374020 ok 1256.937 8ø22 85184000 1.033 82473349.236 45983800 36489549 ok 23.935 1ø22 41184000 26.153 1574727.500 731600 843128 ok 35.423 1ø22 101184000 43.104 2347443.227 1465300 882143 ok 126.572 1ø22 41184000 4.337 9496325.228 4102600 5393725 ok 910.862 3ø22 101184000 2.080 48647360.500 35335800 13311561 ok 164.480 1ø22 21184000 2.350 9013409.035 4376400 4637009 ok 6.571 1ø22 41184000 84.810 485603.407 211500 274103 ok 21.683 1ø22 101184000 65.502 1544757.884 918500 626258 ok 123.448 1ø22 41184000 4.251 9687745.649 4086500 5601246 ok 816.276 3ø22 101184000 2.127 47576936.034 32462700 15114236 ok 128.421 1ø22 21184000 2.305 9189055.236 3847300 5341755 ok 4.870 1ø22 41184000 112.475 366161.668 158000 208162 ok 10.266 1ø22 101184000 36.794 2749996.388 838600 1911396 ok 83.165 1ø22 41184000 6.168 6676966.021 2783100 3893866 ok 713.291 2ø22 101184000 2.208 45818142.909 29215800 16602343 ok 130.121 1ø22 21184000 2.358 8982089.015 3832500 5149589 ok 117.560 1ø22 41184000 14.294 2881276.283 2622700 258576 ok 929.981 3ø22 101184000 2.841 35614475.806 33266700 2347776 ok 19.183 1ø22 41184000 78.841 522367.365 438400 83967 ok 1403.713 5ø22 155184000 2.325 66740344.189 54745400 11994944 ok 418.835 2ø22 21184000 2.269 9338175.832 8421400 916776 ok 195 Tabel 4. 39 Tulangan Torsi Gedung 2 Lantai Tipe Frame Tu Tu Tn Vu Vu b h d x1 y1 Σ x 2 y kgm Nmm Nmm kg N mm mm mm mm mm mm3 Lantai Atap BA X 961 99.88 998800 1331733.333 9125.30 91253.000 300 400 339 210 310 41184000 BI X 964 2300.69 23006900 30675866.667 17770.25 177702.500 400 600 539 310 510 101184000 BA Y 989 63.14 631400 841866.667 8211.19 82111.900 300 400 339 210 310 41184000 BI Y 977 835.46 8354600 11139466.667 17270.61 172706.100 400 600 539 310 510 101184000 BTEPI 1006 2926.98 29269800 39026400.000 9980.6 99806.000 350 400 339 260 310 54184000 Lantai 8 BA X 825 159.03 1590300 2120400.000 13632.97 136329.700 300 400 339 210 310 41184000 BI X 852 3094.06 30940600 41254133.333 21992.47 219924.700 400 600 539 310 510 101184000 BA Y 885 234.63 2346300 3128400.000 12261.82 122618.200 300 400 339 210 310 41184000 BI Y 865 1765.47 17654700 23539600.000 29974.49 299744.900 400 600 539 310 510 101184000 BTEPI 894 3408.69 34086900 45449200.000 17264.82 172648.200 400 500 439 310 410 85184000 Lantai 7 BA X 715 248.68 2486800 3315733.333 15955.75 159557.500 300 400 339 210 310 41184000 BI X 740 4511.31 45113100 60150800.000 24377.62 243776.200 400 600 539 310 510 101184000 BA Y 772 204.64 2046400 2728533.333 14918.36 149183.600 300 400 339 210 310 41184000 BI Y 753 1740.85 17408500 23211333.333 28983.91 289839.100 400 600 539 310 510 101184000 BTEPI 782 3506.91 35069100 46758800.000 18569.15 185691.500 300 500 439 210 410 50184000 Lantai 6 BA X 603 278.95 2789500 3719333.333 15949.92 159499.200 300 400 339 210 310 41184000 BI X 628 3688.36 36883600 49178133.333 24289.08 242890.800 400 600 539 310 510 101184000 BA Y 660 252.52 2525200 3366933.333 14939.05 149390.500 300 400 339 210 310 41184000 BI Y 648 2215.47 22154700 29539600.000 33055.30 330553.000 400 600 539 310 510 101184000 BTEPI 670 3851.32 38513200 51350933.333 19816.79 198167.900 300 500 439 210 410 50184000 Lantai 5 BA X 491 317.69 3176900 4235866.667 15965.56 159655.600 300 400 339 210 310 41184000 BI X 516 3100.53 31005300 41340400.000 26373.67 263736.700 400 600 539 310 510 101184000 BA Y 548 331.99 3319900 4426533.333 12877.64 128776.400 300 400 339 210 310 41184000 BI Y 529 2556.55 25565500 34087333.333 28925.76 289257.600 400 600 539 310 510 101184000 BTEPI 558 4340.34 43403400 57871200.000 20694.77 206947.700 400 500 439 310 410 85184000 Lantai 4 BA X 388 457.41 4574100 6098800.000 15590.05 155900.500 300 400 339 210 310 41184000 BI X 391 3961.49 39614900 52819866.667 29725.74 297257.400 400 600 539 310 510 101184000 196 Lantai Tipe Frame Tu Tu Tn Vu Vu b h d x1 y1 Σ x 2 y kgm Nmm Nmm kg N mm mm mm mm mm mm3 BA Y 435 870.87 8708700 11611600.000 16064.33 160643.300 300 400 339 210 310 41184000 BI Y 404 3704.22 37042200 49389600.000 32798.49 327984.900 400 600 539 310 510 101184000 BTEPI 432 4993.92 49939200 66585600.000 21969.66 219696.600 400 500 439 310 410 85184000 Lantai 3 BA X 263 569.97 5699700 7599600.000 16891.00 168910.000 300 400 339 210 310 41184000 BI X 265 7718.28 77182800 102910400.000 34585.12 345851.200 400 600 539 310 510 101184000 BA Y 310 990.54 9905400 13207200.000 16720.72 167207.200 300 400 339 210 310 41184000 BI Y 278 4140.71 41407100 55209466.667 38165.77 381657.700 400 600 539 310 510 101184000 BTEPI 307 5221.16 52211600 69615466.667 24337.67 243376.700 400 500 439 310 410 85184000 Lantai 2 BA X 151 537.82 5378200 7170933.333 15874.13 158741.300 300 400 339 210 310 41184000 BI X 153 7423.26 74232600 98976800.000 28458.28 284582.800 400 600 539 310 510 101184000 BA Y 198 927.42 9274200 12365600.000 15639.91 156399.100 300 400 339 210 310 41184000 BI Y 168 1026.40 10264000 13685333.333 50634.38 506343.800 400 600 539 310 510 101184000 BTEPI 196 5145.86 51458600 68611466.667 23114.71 231147.100 400 500 439 310 410 85184000 Lantai 1 BA X 39 460.68 4606800 6142400.000 15934.81 159348.100 300 400 339 210 310 41184000 BI X 41 6626.32 66263200 88350933.333 32141.15 321411.500 400 600 539 310 510 101184000 BA Y 86 847.12 8471200 11294933.333 15719.96 157199.600 300 500 439 210 410 50184000 BI Y 54 3498.24 34982400 46643200.000 34039.31 340393.100 400 600 539 310 510 101184000 BTEPI 84 4942.94 49429400 65905866.667 21773.88 217738.800 400 500 439 310 410 85184000 Lantai Bsmnt BA X 1073 2192.79 21927900 29237200.000 38011.97 380119.700 400 500 439 310 410 85184000 BI X 1075 6316.50 63165000 84220000.000 68451.46 684514.600 600 600 539 510 510 221184000 BA Y 1126 3582.89 35828900 47771866.667 18776.56 187765.600 400 500 439 310 410 85184000 BI Y 1088 1563.14 15631400 20841866.667 72891.92 728919.200 500 700 639 410 610 180184000 BTEPI 1086 12785.54 1.28E+08 170473866.667 36131.45 361314.500 500 600 539 410 510 155184000 Batas Tu tdk perlu tul ct αt Tc Ts satu kaki sengkang Ats s terkecil Batas max Tu Tu120 Φfc0,5Σx²y N Nmm Puntir diabaikan mm Nmm Nmm At mm 6177600 998800 ok 0.002 1.159 925511.609 406221.724 7.349 6.317 300 15177600 23006900 tdk ok 0.002 1.215 19148780.709 11527085.957 74.946 85.544 300 197 Batas Tu tdk perlu tul ct αt Tc Ts satu kaki sengkang Ats s terkecil Batas max Tu Tu120 Φfc0,5Σx²y N Nmm Puntir diabaikan mm Nmm Nmm At mm 6177600 631400 ok 0.002 1.159 650952.632 190914.035 3.991 2.969 300 15177600 8354600 ok 0.002 1.215 8416368.653 2723098.014 21.504 20.209 300 8127600 29269800 tdk ok 0.002 1.064 15330610.548 23695789.452 292.530 335.644 300 6177600 1590300 ok 0.002 1.159 986063.871 1134336.129 16.549 17.640 300 15177600 30940600 tdk ok 0.002 1.215 20226969.787 21027163.547 122.361 156.046 300 6177600 2346300 ok 0.002 1.159 1610493.676 1517906.324 22.868 23.605 300 15177600 17654700 tdk ok 0.002 1.215 10096896.651 13442703.349 75.459 99.760 300 12777600 34086900 tdk ok 0.002 1.108 20251401.934 25197798.066 194.791 240.431 300 6177600 2486800 ok 0.002 1.159 1314807.780 2000925.553 28.136 31.117 300 15177600 45113100 tdk ok 0.002 1.215 23678136.800 36472663.200 201.108 270.669 300 6177600 2046400 ok 0.002 1.159 1158397.093 1570136.240 22.393 24.418 300 15177600 17408500 tdk ok 0.002 1.215 10278001.246 12933332.088 73.150 95.980 300 7527600 35069100 tdk ok 0.003 1.317 13017409.835 33741390.165 300.382 373.318 300 6177600 2789500 ok 0.002 1.159 1473638.090 2245695.243 31.573 34.923 300 15177600 36883600 tdk ok 0.002 1.215 21211841.924 27966291.410 157.187 207.542 300 6177600 2525200 ok 0.002 1.159 1424822.125 1942111.209 27.679 30.202 300 15177600 22154700 tdk ok 0.002 1.215 11340704.744 18198895.256 99.885 135.057 300 7527600 38513200 tdk ok 0.003 1.317 13162791.258 38188142.075 337.374 422.518 300 6177600 3176900 ok 0.002 1.159 1673812.140 2562054.526 36.002 39.843 300 15177600 31005300 tdk ok 0.002 1.215 17901330.321 23439069.679 131.862 173.945 300 6177600 3319900 ok 0.002 1.159 2157727.064 2268806.269 33.560 35.283 300 15177600 25565500 tdk ok 0.002 1.215 14366842.915 19720490.418 110.264 146.349 300 12777600 43403400 ok 0.002 1.108 20842547.311 37028652.689 274.371 353.318 300 6177600 4574100 ok 0.002 1.159 2446741.199 3652058.801 51.470 56.794 300 15177600 39614900 tdk ok 0.002 1.215 19524218.355 33295648.312 181.548 247.092 300 6177600 8708700 tdk ok 0.002 1.159 4356890.071 7254709.929 100.993 112.820 300 15177600 37042200 tdk ok 0.002 1.215 17387255.367 32002344.633 173.151 237.494 300 12777600 49939200 tdk ok 0.002 1.108 21596162.569 44989437.431 328.394 429.278 300 6177600 5699700 ok 0.002 1.159 2799700.553 4799899.447 66.613 74.645 300 15177600 77182800 tdk ok 0.002 1.215 25810616.407 77099783.593 401.460 572.169 300 198 Batas Tu tdk perlu tul ct αt Tc Ts satu kaki sengkang Ats s terkecil Batas max Tu Tu120 Φfc0,5Σx²y N Nmm Puntir diabaikan mm Nmm Nmm At mm 6177600 9905400 tdk ok 0.002 1.159 4715174.779 8492025.221 117.261 132.062 300 15177600 41407100 tdk ok 0.002 1.215 16876767.282 38332699.384 203.547 284.473 300 12777600 52211600 tdk ok 0.002 1.108 21058471.843 48556994.823 351.437 463.319 300 6177600 5378200 ok 0.002 1.159 2810534.235 4360399.098 61.178 67.810 300 15177600 74232600 tdk ok 0.002 1.215 27375634.762 71601165.238 376.153 531.363 300 6177600 9274200 tdk ok 0.002 1.159 4719247.546 7646352.454 106.761 118.911 300 15177600 10264000 ok 0.002 1.215 3620940.444 10064392.889 52.651 74.689 300 12777600 51458600 tdk ok 0.002 1.108 21405047.374 47206419.293 342.904 450.432 300 6177600 4606800 ok 0.002 1.159 2412031.413 3730368.587 52.357 58.012 300 15177600 66263200 tdk ok 0.002 1.215 24938363.650 63412569.683 333.812 470.594 300 7527600 8471200 tdk ok 0.003 1.317 5575988.602 5718944.731 56.483 63.275 300 15177600 34982400 tdk ok 0.002 1.215 16196241.735 30446958.265 164.398 225.951 300 12777600 49429400 tdk ok 0.002 1.108 21584235.367 44321631.299 323.930 422.906 300 12777600 21927900 tdk ok 0.002 1.108 8091502.142 21145697.858 151.607 201.767 300 33177600 63165000 tdk ok 0.001 1.000 23564279.259 60655720.741 235.613 398.736 300 12777600 35828900 tdk ok 0.002 1.108 19909175.326 27862691.341 212.083 265.859 300 27027600 15631400 ok 0.002 1.163 5684006.273 15157860.394 52.538 85.450 300 23277600 127855400 tdk ok 0.002 1.081 43353167.644 127120699.023 563.045 875.166 300 A1 Tul Torsi Terpakai Φfc3xΣx²y 1+0,4xVuCtTu20,5 Tu max Tu Tu max Penampang diperbesar mm² Nmm Nmm Tu maxTu 25.477 1ø22 41184000 14.833 2776534.827 998800 1777734.827 ok 409.702 2ø22 101184000 1.761 57446342.128 23006900 34439442.128 ok 13.835 1ø22 41184000 21.089 1952857.896 631400 1321457.896 ok 117.557 1ø22 101184000 4.007 25249105.959 8354600 16894505.959 ok 1111.613 4ø22 54184000 1.178 45991831.643 29269800 16722031.643 ok 57.369 1ø22 41184000 13.922 2958191.612 1590300 1367891.612 ok 668.906 2ø22 101184000 1.667 60680909.360 30940600 29740309.360 ok 199 A1 Tul Torsi Terpakai Φfc3xΣx²y 1+0,4xVuCtTu20,5 Tu max Tu Tu max Penampang diperbesar mm² Nmm Nmm Tu maxTu 79.276 1ø22 41184000 8.524 4831481.028 2346300 2485181.028 ok 412.510 1ø22 101184000 3.340 30290689.952 17654700 12635989.952 ok 934.997 5ø22 85184000 1.402 60754205.802 34086900 26667305.802 ok 97.538 1ø22 41184000 10.441 3944423.341 2486800 1457623.341 ok 1099.388 4ø22 101184000 1.424 71034410.400 45113100 25921310.400 ok 77.630 1ø22 41184000 11.851 3475191.280 2046400 1428791.280 ok 399.887 2ø22 101184000 3.282 30834003.737 17408500 13425503.737 ok 1241.578 6ø22 50184000 1.285 39052229.505 35069100 3983129.505 ok 109.453 1ø22 41184000 9.316 4420914.271 2789500 1631414.271 ok 859.289 3ø22 101184000 1.590 63635525.771 36883600 26751925.771 ok 95.952 1ø22 41184000 9.635 4274466.374 2525200 1749266.374 ok 546.036 2ø22 101184000 2.974 34022114.232 22154700 11867414.232 ok 1394.477 5ø22 50184000 1.271 39488373.775 38513200 975173.775 ok 124.808 1ø22 41184000 8.202 5021436.421 3176900 1844536.421 ok 720.844 2ø22 101184000 1.884 53703990.963 31005300 22698690.963 ok 116.343 1ø22 41184000 6.362 6473181.192 3319900 3153281.192 ok 602.777 2ø22 101184000 2.348 43100528.745 25565500 17535028.745 ok 1316.982 6ø22 85184000 1.362 62527641.934 43403400 19124241.934 ok 178.430 1ø22 41184000 5.611 7340223.597 4574100 2766123.597 ok 992.465 3ø22 101184000 1.727 58572655.065 39614900 18957755.065 ok 350.108 1ø22 41184000 3.151 13070670.212 8708700 4361970.212 ok 946.559 3ø22 101184000 1.940 52161766.102 37042200 15119566.102 ok 1576.289 8ø22 85184000 1.315 64788487.706 49939200 14849287.706 ok 230.925 1ø22 41184000 4.903 8399101.659 5699700 2699401.659 ok 2194.650 6ø22 101184000 1.307 77431849.220 77182800 249049.220 ok 406.504 2ø22 41184000 2.911 14145524.336 9905400 4240124.336 ok 1112.721 3ø22 101184000 1.998 50630301.847 41407100 9223201.847 ok 1686.899 7ø22 85184000 1.348 63175415.530 52211600 10963815.530 ok 212.083 1ø22 41184000 4.884 8431602.705 5378200 3053402.705 ok 2056.304 6ø22 101184000 1.232 82126904.287 74232600 7894304.287 ok 200 A1 Tul Torsi Terpakai Φfc3xΣx²y 1+0,4xVuCtTu20,5 Tu max Tu Tu max Penampang diperbesar mm² Nmm Nmm Tu maxTu 370.104 2ø22 41184000 2.909 14157742.637 9274200 4883542.637 ok 287.827 1ø22 101184000 9.315 10862821.333 10264000 598821.333 ok 1645.940 7ø22 85184000 1.327 64215142.122 51458600 12756542.122 ok 181.505 1ø22 41184000 5.691 7236094.238 4606800 2629294.238 ok 1824.837 5ø22 101184000 1.352 74815090.950 66263200 8551890.950 ok 233.461 1ø22 50184000 3.000 16727965.806 8471200 8256765.806 ok 898.708 3ø22 101184000 2.082 48588725.205 34982400 13606325.205 ok 1554.865 8ø22 85184000 1.316 64752706.102 49429400 15323306.102 ok 727.715 2ø22 85184000 3.509 24274506.426 21927900 2346606.426 ok 1602.171 5ø22 221184000 3.129 70692837.776 63165000 7527837.776 ok 1017.999 5ø22 85184000 1.426 59727525.978 35828900 23898625.978 ok 357.257 2ø22 180184000 10.567 17052018.819 15631400 1420618.819 ok 3453.340 15ø22 155184000 1.193 130059502.931 127855400 2204102.931 ok 201

4.3.5 Perhitungan Kolom

4.3.5.1Perhitungan Tulangan Utama Perencanaan kolom dilakukan melalui pengecekan momen dan beban aksial yang bekerja pada penampang terhadap diagram interaksi P- M yang diperoleh dari penampang yang telah ditentukan dimensi serta tulangannya. Contoh perhitungan kolom K3 frame 1405: b = 700 mm Ø sengkang = 8 mm h = 700 mm d’ = 40 + 8 + ½ 22 = 60,5 mm p = 40 mm d = 600 – 60,5 = 539,5 mm Ag = 360000 mm 2 f’c = 30 Mpa As total = 12D25 5890,5 mm 2 fy =400 Mpa φ = 0,65 1 β = 0,85 Beban aksial dan momen yang bekerja: Pu = 733930 kg.m Mx = 6341975,70 kg.m My = 5494828,90 kg.m 700 700 d d As diameter 25 = 490,88 mm 2 Panjang kolom L = 4000 mm 202 1 2 1 ≤ ⎟ ⎟ ⎠ ⎞ ⎜ ⎜ ⎝ ⎛ + ⎟⎟ ⎠ ⎞ ⎜⎜ ⎝ ⎛ α α oy ny ox nx M M M M Untuk desain maka contour didekati dengan garis lurus Bila MnyMox ≥ bh, Moy = Mny + Mnx.bh.[1- ] Bila MnyMox ≤ hb, Mox = Mnx + Mny.bh.[1- ] Pn = Pu φ = 7339300,65 = 1129123,077 kg.cm Mnx = Mux φ = 6341975,700,65 = 9756885,692 kg.cm Mny = Muy φ = 5494828,900,65 = 8453582,923 kg.cm MnyMox ≤ hb 9756885,6929756885,692 = 0,87 ≤ 7070 = 1 Mn = Mnx + Mny.bh.[1- ] dalam praktis, β diambil sebesar 0,65 = 9756885,692 + 8453582,923.0,70,7[1-0,650,65] = 14308814,96 kg.m 203 e = MnPn = 14308814,961129123,077 = 12,673 cm ⎟ ⎟ ⎠ ⎞ ⎜ ⎜ ⎝ ⎛ c f A P gr . 85 , . . φ = ⎟ ⎠ ⎞ ⎜ ⎝ ⎛ × 300 . 85 , . 7 , 7 , 077 , 1129123 = 0,90 ⎟ ⎠ ⎞ ⎜ ⎝ ⎛ ⎟ ⎟ ⎠ ⎞ ⎜ ⎜ ⎝ ⎛ h e c f A P gr . . 85 , . . φ = ⎟ ⎠ ⎞ ⎜ ⎝ ⎛ ⎟ ⎠ ⎞ ⎜ ⎝ ⎛ × 7 , 673 , 12 . 300 . 85 , . 7 , 7 , 077 , 1129123 = 0,164 Dari grafik dan tabel perhitungan beton bertulang didapat CUR IV : r = 0,02 = 1 ρ = r . = 0,02 As tot = ρ . A gr = 0,02 × 70 × 70 = 98 cm 2 Tulangan per sisi yang memadai = 5Ø25 = 4 × 5Ø25 98,125 cm 2 20Ø25 700 700 204

4.3.5.2 Cek Kekuatan Penampang Tinjau Biaxial Bending

Arah – X : Mnx = 6341975,7 0,65 = 9756885,692 kg cm Pn = 1129123,077 kg ea = Mnx Pn = 7927469,625 1129123,077 = 8,641 cm cb = 6000 . d 6000 + fy = 6000 × 63,95 6000 + 4000 = 38,37 cm ab = 0.85 cb = 0,85 × 38,37 = 32,6145 cm Fb = ab d = 32,6145 63,95 = 0,510 Kb = Fb 1 – Fb2 = 0,510 × 1 – 0,510 2 = 0,380 Mnb = 0,85 f’c . Kb . b . d 2 + As’ . fy . d – d’ = 0,85 × 300 × 0,380 × 70 × 63,95 2 + 29,438 × 4000 × 63,95 – 6,05 = 34553964,59 cm Pnb = 0,85 . f’c . b . ab = 0,85 × 300 × 70 × 32,6145 = 582168,825 kg eb = Mnb Pnb = 34553964,59 582168,825 = 59,354 cm e = ea + h2 – d’ = 7,021 + 70 2 – 6,05 = 37,591cm e eb ….Ok 0.3 d + h2 – d’ = 0,3 × 63,95 + 40 – 6,05 = 48,135 cm eb 0.3 d + h2 – d’ e maka : Py = 0.85 . fc’ . b . d + fy . Ast = 0,85 × 300 × 70 × 63,95 + 4000 × 2 × 29,438 = 1259257,5 kg Po = 0.85 . f’c . Ag – Ast + fy . Ast = 0.85 × 300 × 70 × 70 – 29,438 + 4000 × 29,438 = 1359743,438 kg 205 Arah – Y : Mny = 5494828,9 0,65 = 8453582,923 kg cm Pn = 1129123,077 kg ea = Mny Pn = 6868536,125 8453582,923 = 7,487 cm cb = 6000 . d 6000 + fy = 6000 × 63,95 6000 + 4000 = 38,37 cm ab = 0.85 cb = 0,85 × 32,37 = 32,6145 cm Fb = ab d = 32,6145 63,95 = 0,510 Kb = Fb 1 – Fb2 = 0,51 × 1 – 0,51 2 = 0,380 Mnb = 0,85 f’c . Kb . b . d 2 + As’ . fy . d – d’ = 0,85 × 300 × 0,380 × 70 × 63,95 2 + 29,438 × 4000 × 63,95 – 6,05 = 25380339,84 kg cm Pnb = 0,85 . f’c . b . ab = 0,85 × 300 × 70 × 32,6145 = 582168,825 kg eb = Mnb Pnb = 25380339,84 582168,825 = 43,596 cm e = ea + h2 – d’ = 7,487 + 70 2 – 6,05 = 31,437 cm e eb ….Ok 0.3 d + h2 – d’ = 0,3 × 63,95 + 40 – 6,05 = 48,135 cm eb 0.3 d + h2 – d’ e maka : Px = 0.85 . fc’ . b . d + fy . Ast = 0,85 × 300 × 70 × 63,95 + 4000 × 2 × 29,438 = 1259257,5 kg Po = 0.85 . f’c . Ag – Ast + fy . Ast = 0.85 × 300 × 70 × 70 – 39,25 + 4000 × 29,438 = 1359743,438 kg 206 Cek Biaxial Bending : Pi 1 = Px 1 + Py 1 - Po 1 = 1259257,5 1 + 1259257,5 1 - 8 1359743,43 1 Pi = 1172601,477 kg Pn = 1129123,077 kg Syarat Pi Pn ………………….OK 4.3.5.3 Perhitungan Tulangan Geser Vu = 27259,496 kg Nu = 733930 kg Vn = Vu φ = 27259,496 0,6 = 45432,49 kg 0,3 fc × bw × d × NuAg 0,3 1 × + = 0,3 300 ×70 × 63,55 × 70 733930 0,3 1 2 × + = 156662,4541kg Vc = 0,17 1 + 0,073×Nu Ag × d bw fc × × = 0,17 1 + 0,073×733930 70 2 × 55 , 3 6 70 300 × × = 156318,843 kg Vc 0,3 fc × bw × d × NuAg 0,3 1 × + , maka Vc = 156318,843 kg Vn – Vc = 45432,49 – 156318,843 = -110886,349 kg 23 × fc × bw × d = 23 × 300 × 70 × 63,55 = 51366,8535 kg Vn – Vc 23 × fc × bw × d, maka penampang cukup Vu φ .Vc2 27259,496 0.6 × 156318,843 2 5170,310 46895,653 makaÆ tidak perlu tulangan geser Dipakai sengkang tulangan praktis ∅ 12 – 300 207 Tabel 4. 40 Penulangan Kolom Tengah Gedung 1 LANTAI Pu MuX MuY Pn MnX MnY MnyMnx b h d d kgfcm kgfcm 8 33486.200 3348624.000 1394187.400 51517.231 5151729.231 2144903.692 0.42 60 60 53.95 6.05 7 35723.41 3572341.000 2351026.600 54959.092 5495909.231 3616964.000 0.66 60 60 53.95 6.05 6 41041.040 4104104.000 3032170.000 63140.062 6314006.154 4664876.923 0.74 60 60 53.95 6.05 5 317283 4533996.100 3536989.600 488127.692 6975378.615 5441522.462 0.78 60 60 53.95 6.05 4 304224.000 5978539.300 4382685.000 468036.923 9197752.769 6742592.308 0.73 70 70 63.95 6.05 3 560172.000 6961878.800 5104415.400 861803.077 10710582.769 7852946.769 0.73 70 70 63.95 6.05 2 647811.000 3363003.000 3898916.900 996632.308 5173850.769 5998333.692 1.16 70 70 63.95 6.05 1 733930.000 6341975.700 5494828.900 1129123.077 9756885.692 8453582.923 0.87 70 70 63.95 6.05 Basement 824918.297 7489951.600 7451326.600 1269105.072 11523002.462 9314158.250 0.81 70 70 63.95 6.05 Mo = Mn e dh r ρ = r, β As Tul merata 6306677.37 122.4187962 0.07 0.137 0.1008 0.011 1 0.011 39.6 12Ø25 7443505.23 135.4371937 0.07 0.162 0.1008 0.015 1 0.015 54 12Ø25 8825862.96 139.782299 0.08 0.192 0.1008 0.019 1 0.019 68.4 16Ø25 9905429.17 20.29270072 0.64 0.216 0.1008 0.011 1 0.011 39.6 12Ø25 12828379.40 27.40890465 0.45 0.176 0.0864 0.006 1 0.006 29.4 12Ø25 14939092.57 17.33469393 0.83 0.205 0.0864 0.014 1 0.014 68.6 16Ø25 8784253.34 8.813935962 0.96 0.121 0.0864 0.004 1 0.004 19.6 12Ø25 14308814.96 12.67250245 1.08 0.196 0.0864 0.02 1 0.02 98 20Ø25 16538318.44 13.03148085 1.22 0.227 0.0864 0.04 1 0.04 196 36Ø25 ⎟ ⎟ ⎠ ⎞ ⎜ ⎜ ⎝ ⎛ c f A P gr . 85 , . φ ⎟ ⎠ ⎞ ⎜ ⎝ ⎛ ⎟ ⎟ ⎠ ⎞ ⎜ ⎜ ⎝ ⎛ h e c f A P gr . . 85 , . φ 208 Tabel 4. 41 Biaxial Bending Kolom Tengah arah x Gedung 1 FRAME LANTAI Pu Mu Mn Pn As terp ea cb ab Fb Kb Mn b Pn b 1091 8 33486.200 3348624.000 4185780 51517.231 12Ø25 19.625 81.250097 32.13 27.3105 0.510 0.380 20367397 417850.65 1082 7 35723.41 3572341.000 4465426.3 54959.092 12Ø25 19.625 81.25 32.13 27.3105 0.510 0.380 20367397 417850.65 1081 6 41041.040 4104104.000 5130130 63140.062 16Ø25 24.531 81.25 32.13 27.3105 0.510 0.380 20367397 417850.65 1080 5 317283 4533996.100 5667495.1 488127.69 12Ø25 19.625 11.610681 32.13 27.3105 0.510 0.380 20367397 417850.65 1079 4 304224.000 5978539.300 7473174.1 468036.92 12Ø25 19.625 15.967061 38.13 32.4105 0.510 0.380 31872586 578527.43 1110 3 560172.000 6961878.800 8702348.5 861803.08 16Ø25 24.531 10.097839 38.13 32.4105 0.510 0.380 46440224 578527.43 1109 2 647811.000 3363003.000 4203753.8 996632.31 12Ø25 19.625 4.2179585 38.13 32.4105 0.510 0.380 32993174 578527.43 1116 1 733930.000 6341975.700 7927469.6 1129123.1 20Ø25 29.438 7.0209083 38.13 32.4105 0.510 0.380 36354936 578527.43 1206 Basement 824918.297 7489951.600 9362439.5 1269105.1 36Ø25 49.063 7.3771981 38.13 32.4105 0.510 0.380 40837286 578527.43 eb e cek 0.3 d + h2 – d’ CEK a-ab Py Po Pi PiPn 48.743 104.800 eeb 39.615 iie 114745.64 991495.63 59387.91 ok 48.743 104.800 eeb 39.615 iie 114744.97 991495.63 59387.54 ok 48.743 104.800 eeb 39.615 iie 130004.86 991495.63 67488.73 ok 48.743 35.161 eeb 39.615 iie 897815 991495.63 820308.82 ok 55.093 44.517 eeb 47.615 iie 1212867.5 1322995.6 1119664.9 ok 80.273 38.648 eeb 47.615 iie 1467992.5 1561856.4 1155493.6 ok 57.030 32.768 eeb 47.615 iie 1232492.5 1341369.5 1139963.3 ok 62.840 35.571 eeb 47.615 iie 1291367.5 1396491.3 1200962.6 ok 70.588 35.927 eeb 47.615 iie 1530794.6 1469986.9 1276522 ok Tabel 4. 42 Biaxial Bending Kolom Tengah arah y Gedung 1 FRAME LANTAI Pu Mu Mn Pn As terp ea cb ab Fb 1091 8 33486.200 1394187.400 1742734.3 51517.231 12Ø25 19.625 33.828182 32.13 27.3105 0.510 1082 7 35723.41 2351026.600 2938783.3 54959.092 12Ø25 19.625 53.472194 32.13 27.3105 0.510 1081 6 41041.040 3032170.000 3790212.5 63140.062 16Ø25 24.531 60.028648 32.13 27.3105 0.510 1080 5 317283 3536989.600 4421237 488127.69 12Ø25 19.625 9.0575418 32.13 27.3105 0.510 209 FRAME LANTAI Pu Mu Mn Pn As terp ea cb ab Fb 1079 4 304224.000 4382685.000 5478356.3 468036.92 12Ø25 19.625 11.704966 38.13 32.4105 0.510 1110 3 560172.000 5104415.400 6380519.3 861803.08 16Ø25 24.531 7.4036859 38.13 32.4105 0.510 1109 2 647811.000 3898916.900 4873646.1 996632.31 12Ø25 19.625 4.8901145 38.13 32.4105 0.510 1116 1 733930.000 5494828.900 6868536.1 1129123.1 20Ø25 29.438 6.0830712 38.13 32.4105 0.510 1206 Basement 824918.297 7451326.600 9314158.3 1269105.1 36Ø25 49.063 7.3391545 38.13 32.4105 0.510 Kb Mn b Pn b eb e cek 0.3 d + h2 – d’ CEK a-ab Px Po Pi PiPo 0.380 20367397 417850.65 48.743 62.378 eeb 39.615 iie 114745.64 991495.63 59387.91 ok 0.380 20367397 417850.65 48.743 82.022 eeb 39.615 iie 114744.97 991495.63 59387.54 ok 0.380 20367397 417850.65 48.743 88.579 eeb 39.615 iie 130004.86 991495.63 67488.73 ok 0.380 20367397 417850.65 48.743 37.608 eeb 39.615 iie 897815 991495.63 820308.82 ok 0.380 23145738 578527.43 40.008 35.255 eeb 47.615 iie 1212867.5 1322995.6 1119664.9 ok 0.380 23145738 578527.43 40.008 30.954 eeb 47.615 iie 1212867.5 1322995.6 1155493.6 ok 0.380 24070076 578527.43 41.606 28.440 eeb 47.615 iie 1232492.5 1341369.5 1139963.3 ok 0.380 26843088 578527.43 46.399 29.633 eeb 47.615 iie 1291367.5 1396491.3 1200962.6 ok 0.380 41632488 578527.43 71.963 30.889 eeb 47.615 iie 1530794.6 1690473.8 1276522 ok Tabel 4. 43Penulangan Kolom Pinggir Gedung 1 LANTAI Pu MuX MuY Pn MnX MnY MnyMnx b h d d 8 42375.396 1471588.650 255202.480 65192.917 2263982.538 392619.200 0.17 60 60 53.95 6.05 7 98111.909 1182362.480 374963.910 150941.398 1819019.200 576867.554 0.32 60 60 53.95 6.05 6 154009.645 1179465.140 537187.090 236937.915 1814561.754 826441.677 0.46 60 60 53.95 6.05 5 213520.709 1096782.790 429268.810 328493.398 1687358.138 660413.554 0.39 60 60 53.95 6.05 4 341755.463 5629554.000 5629554.000 525777.635 8660852.308 8660852.308 1.00 70 70 63.95 6.05 3 345751.355 677964.630 355385.850 531925.162 1043022.508 546747.462 0.52 70 70 63.95 6.05 2 421916.569 329315.910 336698.470 649102.414 506639.862 517997.646 1.02 70 70 63.95 6.05 210 1 500641.768 178947.900 324505.330 770218.105 275304.462 499238.969 1.81 70 70 63.95 6.05 Basement 578510.849 176089.110 280405.770 890016.691 270906.323 350507.213 1.29 70 70 63.95 6.05 Mo ea dh r β ρ = r,β As Tul merata 2475392.88 37.97027336 0.09 0.054 0.1008 0.005 1.2 0.006 21.6 12Ø25 2129640.19 14.109053 0.20 0.046 0.1008 0.001 1.2 0.0012 4.32 12Ø25 2259568.81 9.536543811 0.31 0.049 0.1008 0.001 1.2 0.0012 4.32 12Ø25 2042965.44 6.219197848 0.43 0.045 0.1008 0.001 1.2 0.0012 4.32 12Ø25 13324388.17 25.34224978 0.50 0.183 0.0864 0.005 1.2 0.006 29.4 12Ø25 1337424.99 2.51431044 0.51 0.018 0.0864 0.001 1.2 0.0012 5.88 12Ø25 790803.73 1.218303473 0.62 0.011 0.0864 0.001 1.2 0.0012 5.88 12Ø25 647479.83 0.840644785 0.74 0.009 0.0864 0.001 1.2 0.0012 5.88 12Ø25 496379.85 0.557719707 0.85 0.007 0.0864 0.001 1.2 0.0012 5.88 12Ø25 Tabel 4. 44Biaxial Bending Kolom Pinggir arah x gedung 1 FRAME LANTAI Pu Mu Mn Pn As terp ea cb ab Fb 1099 8 42375.396 1471588.650 1839485.8 65192.917 12Ø25 19.625 28.216038 38.13 32.4105 0.605 1098 7 98111.909 1182362.480 1477953.1 150941.4 12Ø25 19.625 9.7915689 38.13 32.4105 0.605 1097 6 154009.65 1179465.140 1474331.4 236937.92 12Ø25 19.625 6.2224377 38.13 32.4105 0.605 1096 5 213520.71 1096782.790 1370978.5 328493.4 12Ø25 19.625 4.1735344 38.13 32.4105 0.605 1175 4 341755.46 5629554.000 7036942.5 525777.64 12Ø25 19.625 13.383876 32.13 27.3105 0.430 1126 3 345751.36 677964.630 847455.79 531925.16 12Ø25 19.625 1.5931861 32.13 27.3105 0.430 1157 2 421916.57 329315.910 411644.89 649102.41 12Ø25 19.625 0.6341756 32.13 27.3105 0.430 1156 1 500641.77 178947.900 223684.88 770218.1 12Ø25 19.625 0.2904176 32.13 27.3105 0.430 1211 Basement 578510.85 176089.110 220111.39 890016.69 12Ø25 19.625 0.2473115 32.13 27.3105 0.430 ⎟ ⎟ ⎠ ⎞ ⎜ ⎜ ⎝ ⎛ c f A P gr . 85 , . φ ⎟ ⎠ ⎞ ⎜ ⎝ ⎛ ⎟ ⎟ ⎠ ⎞ ⎜ ⎜ ⎝ ⎛ h e c f A P gr . . 85 , . φ 211 Kb Mn b Pn b eb e cek 0.3 d + h2 – d’ CEK a-ab Py Po Pi PiPn 0.422 22215889 495880.65 44.801 56.766 eeb 39.615 iie 406495.38 991495.63 391846.5 ok 0.422 22215889 495880.65 44.801 38.342 eeb 39.615 iie 897815 991495.63 820308.82 ok 0.422 22215889 495880.65 44.801 34.772 eeb 39.615 iie 897815 991495.63 820308.82 ok 0.422 22215889 495880.65 44.801 32.724 eeb 39.615 iie 897815 991495.63 820308.82 ok 0.337 20968075 487492.43 43.012 36.934 eeb 47.615 iie 1212867.5 1322995.6 1119664.9 ok 0.337 20968075 487492.43 43.012 25.143 eeb 47.615 iie 1212867.5 1322995.6 1119664.9 ok 0.337 20968075 487492.43 43.012 24.184 eeb 47.615 iie 1212867.5 1322995.6 1119664.9 ok 0.337 20968075 487492.43 43.012 23.840 eeb 47.615 iie 1212867.5 1322995.6 1119664.9 ok 0.337 20968075 487492.43 43.012 23.797 eeb 47.615 iie 1212867.5 1322995.6 1119664.9 ok Tabel 4. 45 Biaxial Bending Kolom Pinggir arah y Gedung 1 FRAME LANTAI Pu Mu Mn Pn As terp ea cb ab Fb Kb Mn b Pn b 1099 8 42375.396 255202.480 319003.1 65192.917 12Ø25 19.625 4.8932172 38.13 32.4105 0.605 0.422 22215889 495880.65 1098 7 98111.909 374963.910 468704.89 150941.4 12Ø25 19.625 3.105211 38.13 32.4105 0.605 0.422 22215889 495880.65 1097 6 154009.65 537187.090 671483.86 236937.92 12Ø25 19.625 2.8340076 38.13 32.4105 0.605 0.422 22215889 495880.65 1096 5 213520.71 429268.810 536586.01 328493.4 12Ø25 19.625 1.6334758 38.13 32.4105 0.605 0.422 22215889 495880.65 1198 4 341755.46 5629554.000 7036942.5 525777.64 12Ø25 19.625 13.383876 32.13 27.3105 0.430 0.337 20968075 487492.43 1126 3 345751.36 355385.850 444232.31 531925.16 12Ø25 19.625 0.8351406 32.13 27.3105 0.430 0.337 20968075 487492.43 1157 2 421916.57 336698.470 420873.09 649102.41 12Ø25 19.625 0.6483924 32.13 27.3105 0.430 0.337 20968075 487492.43 1156 1 500641.77 324505.330 405631.66 770218.1 12Ø25 19.625 0.5266452 32.13 27.3105 0.430 0.337 20968075 487492.43 1211 Basement 578510.85 280405.770 350507.21 890016.69 12Ø25 19.625 0.3938209 32.13 27.3105 0.430 0.337 20968075 487492.43 eb e cek 0.3 d + h2 – d’ CEK a-ab Px Po Pi PiPo 44.801 33.443 eeb 39.615 iie 1295080.4 991495.63 391846.5 ok 44.801 31.655 eeb 39.615 iie 897815 991495.63 820308.82 ok 212 44.801 31.384 eeb 39.615 iie 897815 991495.63 820308.82 ok 44.801 30.183 eeb 39.615 iie 897815 991495.63 820308.82 ok 43.012 36.934 eeb 47.615 iie 1212867.5 1322995.6 1119664.9 ok 43.012 24.385 eeb 47.615 iie 1212867.5 1322995.6 1119664.9 ok 43.012 24.198 eeb 47.615 iie 1212867.5 1322995.6 1119664.9 ok 43.012 24.077 eeb 47.615 iie 1212867.5 1322995.6 1119664.9 ok 43.012 23.944 eeb 47.615 iie 1212867.5 1322995.6 1119664.9 ok Tabel 4. 46Penulangan Kolom Tengah Gedung 2 LANTAI Pu MX MY Pn MnX MnY MnyMnx b h d d 8 58412.850 1292939.600 4551119.000 89865.923 1989137.846 7001721.538 3.52 60 60 53.95 6.05 7 139497.743 2069046.800 4389039.000 214611.912 3183148.923 6752367.692 2.12 60 60 53.95 6.05 6 226591.728 2623495.500 5508074.000 348602.658 4036146.923 8473960.000 2.10 60 60 53.95 6.05 5 314763.504 3117019.000 5506911.000 484251.545 4795413.846 8472170.769 1.77 60 60 53.95 6.05 4 405655.000 4577990.000 7361264.000 624084.615 7043061.538 11325021.538 1.61 70 70 63.95 6.05 3 502138.000 5790410.000 8093603.000 772520.000 8908323.077 12451696.923 1.40 70 70 63.95 6.05 2 602346.609 5169340.000 7927350.000 926687.091 7952830.769 12195923.077 1.53 70 70 63.95 6.05 1 700093.000 6280312.000 8322560.000 1077066.154 9662018.462 12803938.462 1.33 70 70 63.95 6.05 Basement 801496.180 8350007.000 8942220.000 1233071.046 12846164.615 11177775.000 0.87 70 70 63.95 6.05 Mo ea dh r β ρ = r,β As Tul merata 8072795.76 89.83155669 0.12 0.176 0.1008 0.016 1.2 0.0192 69.1 16Ø25 8466370.96 39.44967857 0.28 0.184 0.1008 0.012 1.2 0.0144 51.8 12Ø25 10647269.88 30.54270994 0.46 0.232 0.1008 0.016 1.2 0.0192 69.1 16Ø25 ⎟ ⎟ ⎠ ⎞ ⎜ ⎜ ⎝ ⎛ c f A P gr . 85 , . φ ⎟ ⎠ ⎞ ⎜ ⎝ ⎛ ⎟ ⎟ ⎠ ⎞ ⎜ ⎜ ⎝ ⎛ h e c f A P gr . . 85 , . φ 213 11054316.69 22.8276333 0.63 0.241 0.1008 0.016 1.2 0.0192 69.1 16Ø25 15117439.29 24.2233808 0.60 0.207 0.0864 0.008 1.2 0.0096 47 12Ø25 17248486.27 22.32755951 0.74 0.237 0.0864 0.018 1.2 0.0216 106 24Ø25 16478216.57 17.78185618 0.89 0.226 0.0864 0.021 1.2 0.0252 123 28Ø25 18006563.79 16.71815953 1.03 0.247 0.0864 0.026 1.2 0.0312 153 36Ø25 18864966.54 15.29917242 1.18 0.259 0.0864 0.032 1.2 0.0384 188 40Ø25 Tabel 4. 47 Biaxial Bending Kolom Tengah arah x Gedung 2 FRAME LANTAI Pu Mu Mn Pn As terp ea cb ab Fb Kb Mn b Pn b 1200 8 58412.850 1292939.600 1616174.5 89865.923 16Ø25 24.531 17.984286 38.13 32.4105 0.605 0.422 22215889 495880.65 1235 7 139497.743 2069046.800 2586308.5 214611.91 12Ø25 19.625 12.051095 38.13 32.4105 0.605 0.422 22215889 495880.65 1198 6 226591.728 2623495.500 3279369.4 348602.66 16Ø25 24.531 9.4071841 38.13 32.4105 0.605 0.422 22215889 495880.65 1233 5 314763.504 3117019.000 3896273.8 484251.54 16Ø25 24.531 8.0459707 38.13 32.4105 0.605 0.422 22215889 495880.65 1196 4 405655.000 4577990.000 5722487.5 624084.62 12Ø25 19.625 9.1694097 32.13 27.3105 0.430 0.337 20968075 487492.43 1195 3 502138.000 5790410.000 7238012.5 772520 24Ø25 34.344 9.3693529 32.13 27.3105 0.430 0.337 26514100 487492.43 1194 2 602346.609 5169340.000 6461675 926687.09 28Ø25 39.25 6.9728769 32.13 27.3105 0.430 0.337 20968075 487492.43 1193 1 700093.000 6280312.000 7850390 1077066.2 36Ø25 49.063 7.2886795 32.13 27.3105 0.430 0.337 23741087 487492.43 1192 Basement 801496.180 8350007.000 10437509 1233071 40Ø25 53.969 8.4646451 32.13 27.3105 0.430 0.337 27438437 487492.43 eb e cek 0.3 d + h2 – d’ CEK a-ab Py Po Pi PiPn 44.801 46.534 eeb 39.615 iie 160650.75 991495.63 157979.85 ok 44.801 40.601 eeb 39.615 iie 897815 991495.63 820308.82 ok 44.801 37.957 eeb 39.615 iie 897815 991495.63 820308.82 ok 44.801 36.596 eeb 39.615 iie 897815 991495.63 820308.82 ok 43.012 32.719 eeb 47.615 iie 1212867.5 1322995.6 1119664.9 ok 54.389 32.919 eeb 47.615 iie 1330617.5 1433239.1 1138559.5 ok 43.012 30.523 eeb 47.615 iie 1212867.5 1322995.6 1119664.9 ok 214 48.700 30.839 eeb 47.615 iie 1271742.5 1378117.3 1180612.7 ok 56.285 32.015 eeb 47.615 iie 1570080.4 1451613 1298577 ok Tabel 4. 48 Biaxial Bending Kolom Tengah arah y Gedung 2 FRAME LANTAI Pu Mu Mn Pn As terp ea cb ab Fb Kb Mn b Pn b 1200 8 58412.850 4551119.000 5688898.8 89865.923 16Ø25 24.531 63.304293 38.13 32.4105 0.605 0.422 22215889 495880.65 1235 7 139497.743 4389039.000 5486298.8 214611.91 12Ø25 19.625 25.563813 38.13 32.4105 0.605 0.422 22215889 495880.65 1198 6 226591.728 5508074.000 6885092.5 348602.66 16Ø25 24.531 19.750545 38.13 32.4105 0.605 0.422 22215889 495880.65 1233 5 314763.504 5506911.000 6883638.8 484251.54 16Ø25 24.531 14.215006 38.13 32.4105 0.605 0.422 22215889 495880.65 1196 4 405655.000 7361264.000 9201580 624084.62 12Ø25 19.625 14.744122 32.13 27.3105 0.430 0.337 20968075 487492.43 1195 3 502138.000 8093603.000 10117004 772520 24Ø25 34.344 13.096106 32.13 27.3105 0.430 0.337 20968075 487492.43 1194 2 602346.609 7927350.000 9909187.5 926687.09 28Ø25 39.25 10.693132 32.13 27.3105 0.430 0.337 20968075 487492.43 1193 1 700093.000 8322560.000 10403200 1077066.2 36Ø25 49.063 9.658831 32.13 27.3105 0.430 0.337 23741087 487492.43 1192 Basement 801496.180 8942220.000 11177775 1233071 40Ø25 53.969 9.0649886 32.13 27.3105 0.430 0.337 41303500 487492.43 eb e cek 0.3 d + h2 – d’ CEK a-ab Px Po Pi PiPo 44.801 91.854 eeb 39.615 iie 897815 991495.63 157979.85 ok 44.801 54.114 eeb 39.615 iie 897815 991495.63 820308.82 ok 44.801 48.301 eeb 39.615 iie 897815 991495.63 820308.82 ok 44.801 42.765 eeb 39.615 iie 897815 991495.63 820308.82 ok 43.012 38.294 eeb 47.615 iie 1212867.5 1322995.6 1119664.9 ok 43.012 36.646 eeb 47.615 iie 1212867.5 1322995.6 1138559.5 ok 43.012 34.243 eeb 47.615 iie 1212867.5 1322995.6 1119664.9 ok 48.700 33.209 eeb 47.615 iie 1271742.5 1378117.3 1180612.7 ok 84.726 32.615 eeb 47.615 iie 1570080.4 1727221.6 1298577 ok 215 Tabel 4. 49Penulangan Kolom Pinggir LANTAI Pu MX MY Pn MnX MnY MnyMnx b h d d 8 40187.48 2990464.300 3813620.300 61826.892 4600714.308 5867108.154 1.28 60 60 53.95 6.05 7 88819.26 2712742.000 3560521.700 136645.015 4173449.231 5477725.692 1.31 60 60 53.95 6.05 6 143347.66 3407905.900 4145679.400 220534.862 5242932.154 6377968.308 1.22 60 60 53.95 6.05 5 203932.115 3143064.800 3181601.600 313741.715 4835484.308 4894771.692 1.01 60 60 53.95 6.05 4 270780.64 3595629.400 3700388.000 416585.600 5531737.538 5692904.615 1.03 70 70 63.95 6.05 3 344745.79 4337891.100 4646457.400 530378.138 6673678.615 7148396.000 1.07 70 70 63.95 6.05 2 427996.95 5366943.800 4332970.600 658456.846 8256836.615 6666108.615 0.81 70 70 63.95 6.05 1 236782.41 6172905.100 4733135.900 364280.631 9496777.077 7281747.538 0.77 70 70 63.95 6.05 Basement 642724.43 8505416.700 7490206.300 988806.815 13085256.462 9362757.875 0.72 70 70 63.95 6.05 Mo ea dh r β ρ = r,β As Tul merata 8344415.86 134.9641806 0.08 0.182 0.1008 0.018 1.2 0.0216 77.8 16Ø25 7724967.59 56.53310927 0.18 0.168 0.1008 0.012 1.2 0.0144 51.8 12Ø25 9201085.62 41.72168317 0.29 0.200 0.1008 0.012 1.2 0.0144 51.8 12Ø25 7498494.01 23.9002136 0.41 0.163 0.1008 0.005 1.2 0.006 21.6 12Ø25 8671532.52 20.81572796 0.40 0.119 0.0864 0.001 1.2 0.0012 5.88 12Ø25 10741915.25 20.25331452 0.51 0.147 0.0864 0.002 1.2 0.0024 11.8 12Ø25 11846279.72 17.99097357 0.63 0.163 0.0864 0.003 1.2 0.0036 17.6 12Ø25 13417718.06 36.83346554 0.35 0.184 0.0864 0.012 1.2 0.0144 70.6 16Ø25 18126741.47 18.33193419 0.95 0.249 0.0864 0.024 1.2 0.0288 141 36Ø25 ⎟ ⎟ ⎠ ⎞ ⎜ ⎜ ⎝ ⎛ c f A P gr . 85 , . φ ⎟ ⎠ ⎞ ⎜ ⎝ ⎛ ⎟ ⎟ ⎠ ⎞ ⎜ ⎜ ⎝ ⎛ h e c f A P gr . . 85 , . φ 216 Tabel 4. 50 Biaxial Bending Kolom Pinggir arah x Gedung 2 FRAME LANTAI Pu Mu Mn Pn As terp ea cb ab Fb Kb Mn b Pn b 1191 8 40187.48 2990464.300 3738080.4 61826.892 16Ø25 24.531 60.460428 38.13 32.4105 0.605 0.422 22215889 495880.65 1226 7 88819.26 2712742.000 3390927.5 136645.02 12Ø25 19.625 24.815596 38.13 32.4105 0.605 0.422 22215889 495880.65 1189 6 143347.66 3407905.900 4259882.4 220534.86 12Ø25 19.625 19.316141 38.13 32.4105 0.605 0.422 24064564 495880.65 1188 5 203932.12 3143064.800 3928831 313741.72 12Ø25 19.625 12.522501 38.13 32.4105 0.605 0.422 22215889 495880.65 1187 4 270780.64 3595629.400 4494536.8 416585.6 12Ø25 19.625 10.788987 32.13 27.3105 0.430 0.337 20968075 487492.43 1150 3 344745.79 4337891.100 5422363.9 530378.14 12Ø25 19.625 10.223581 32.13 27.3105 0.430 0.337 20968075 487492.43 1149 2 427996.95 5366943.800 6708679.8 658456.85 12Ø25 19.625 10.188488 32.13 27.3105 0.430 0.337 23741087 487492.43 1184 1 236782.41 6172905.100 7716131.4 364280.63 16Ø25 24.531 21.181833 32.13 27.3105 0.430 0.337 20968075 487492.43 1183 Basement 642724.43 8505416.700 10631771 988806.82 36Ø25 49.063 10.752121 32.13 27.3105 0.430 0.337 20968075 487492.43 eb e cek 0.3 d + h2 – d’ CEK a-ab Py Po Pi PiPn 44.801 89.010 eeb 39.615 iie 129550.26 991495.63 67612.11 ok 44.801 53.366 eeb 39.615 iie 488981.47 991495.63 223175.7 ok 48.529 47.866 eeb 39.615 iie 800239.85 1028243.4 451889.8 ok 44.801 41.073 eeb 39.615 iie 897815 991495.63 820308.82 ok 43.012 34.339 eeb 47.615 iie 1212867.5 1322995.6 1119664.9 ok 43.012 33.774 eeb 47.615 iie 1212867.5 1322995.6 1119664.9 ok 48.700 33.738 eeb 47.615 iie 1271742.5 1378117.3 1129704.2 ok 43.012 44.732 eeb 47.615 iie 1212867.5 1322995.6 1119664.9 ok 43.012 34.302 eeb 47.615 iie 1212867.5 1322995.6 1119664.9 ok 217 Tabel 4. 51 Biaxial Bending Kolom Pinggir arah y Gedung 2 FRAME LANTAI Pu Mu Mn Pn As terp ea cb ab Fb Kb Mn b Pn b 1191 8 40187.48 3813620.300 4767025.4 61826.892 16Ø25 24.531 77.102782 38.13 32.4105 0.605 0.422 23140226 495880.65 1226 7 88819.26 3560521.700 4450652.1 136645.02 12Ø25 19.625 32.570907 38.13 32.4105 0.605 0.422 22215889 495880.65 1189 6 143347.66 4145679.400 5182099.3 220534.86 12Ø25 19.625 23.497869 38.13 32.4105 0.605 0.422 22215889 495880.65 1188 5 203932.12 3181601.600 3977002 313741.72 12Ø25 19.625 12.676038 38.13 32.4105 0.605 0.422 22215889 495880.65 1187 4 270780.64 3700388.000 4625485 416585.6 12Ø25 19.625 11.103324 32.13 27.3105 0.430 0.337 20968075 487492.43 1150 3 344745.79 4646457.400 5808071.8 530378.14 12Ø25 19.625 10.950813 32.13 27.3105 0.430 0.337 20968075 487492.43 1149 2 427996.95 4332970.600 5416213.3 658456.85 12Ø25 19.625 8.2256161 32.13 27.3105 0.430 0.337 20968075 487492.43 1184 1 236782.41 4733135.900 5916419.9 364280.63 16Ø25 24.531 16.241379 32.13 27.3105 0.430 0.337 20968075 487492.43 1183 Basement 642724.43 7490206.300 9362757.9 988806.82 36Ø25 49.063 9.4687433 32.13 27.3105 0.430 0.337 20968075 487492.43 eb e cek 0.3 d + h2 – d’ CEK a-ab Px Po Pi PiPo 46.665 105.653 eeb 39.615 iie 129550.26 1009869.5 67612.11 ok 44.801 61.121 eeb 39.615 iie 320935.22 991495.63 223175.7 ok 44.801 52.048 eeb 39.615 iie 632265.71 991495.63 451889.8 ok 44.801 41.226 eeb 39.615 iie 897815 991495.63 820308.82 ok 43.012 34.653 eeb 47.615 iie 1212867.5 1322995.6 1119664.9 ok 43.012 34.501 eeb 47.615 iie 1212867.5 1322995.6 1119664.9 ok 43.012 31.776 eeb 47.615 iie 1212867.5 1322995.6 1129704.2 ok 43.012 39.791 eeb 47.615 iie 1212867.5 1322995.6 1119664.9 ok 43.012 33.019 eeb 47.615 iie 1212867.5 1322995.6 1119664.9 ok 218

4.4 PERHITUNGAN CORE