TABEL PENULANGAN TUMPUAN PADA BALOK Momen Tumpuan (kNm) 288.24 245.72 288.24 273.57 241.29 273.57 210.44 192.68 210.44 118.28 110.05 118.28 be (mm) 1375 1375 1375 1375 1375 1375 1375 1375 1375 1375 1375 1375 d (mm) 340 340 340 340 340 340 340 340 340 290 290 290 As perlu (mm2) 3927 3319.25 3927 3740 3272.5 3740 2851.75 2571.25 2851.75 1993.75 1993.75 1993.75 As pakai (mm2) 3963.2 3963.2 3963.2 3963.2 3963.2 3963.2 3963.2 3963.2 3963.2 2642.1 2642.1 2642.1 Tulangan Dipakai 6 29 6 29 6 29 6 29 6 29 6 29 6 29 6 29 6 29 4 29 4 29 4 29 As'perlu (mm2) 1963.5 1659.625 1963.5 1870 1636.25 1870 1425.875 1285.625 1425.875 996.875 996.875 996.875 As'pakai (mm2) 1981.6 1981.6 1981.6 1981.6 1981.6 1981.6 1981.6 1981.6 1981.6 1321.05 1321.05 1321.05 Tulangan Dipakai 3 29 3 29 3 29 3 29 3 29 3 29 3 29 3 29 3 29 2 29 2 29 2 29

Balok Lantai II

Batang 6 7 8 15 16 17 24 25 26 33 34 35

k 1.8134004 1.5458949 1.8134004 1.7211073 1.5180245 1.7211073 1.3239383 1.2122051 1.3239383 1.0228516 0.9516809 1.0228516

min 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005

pakai 0.0084 0.0071 0.0084 0.008 0.007 0.008 0.0061 0.0055 0.0061 0.005 0.005 0.005

Lantai III

Lantai IV

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TABEL PENULANGAN LAPANGAN PADA BALOKBalok Lantai II Batang 6 7 8 15 16 17 24 25 26 33 34 35 Momen Lapangan (kNm) 57.535 55.856 57.535 60.752 59.405 60.752 63.335 62.043 63.335 51.188 49.195 51.188 be d k (mm) (mm) 1375 340 0.3619692 1375 340 0.3514061 1375 340 0.3619692 1375 340 0.3822082 1375 340 0.3737339 1375 340 0.3822082 1375 340 0.3984586 1375 340 0.3903303 1375 340 0.3984586 1375 290 0.4426592 1375 290 0.4254243 1375 290 0.4426592 0.00163 0.00164 0.00163 0.00165 0.00163 0.00165 0.00199 300195 0.00199 0.00241 0.0021 0.00241 min 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 As perlu (mm2) 2337.5 2337.5 2337.5 2337.5 2337.5 2337.5 2337.5 2337.5 2337.5 1993.75 1993.75 1993.75 As pakai (mm2) 3302.6 3302.6 3302.6 3302.6 3302.6 3302.6 3302.6 3302.6 3302.6 2642.1 2642.1 2642.1 Tulangan Dipakai 5 29 5 29 5 29 5 29 5 29 5 29 5 29 5 29 5 29 4 29 4 29 4 29 As'perlu (mm2) 1168.75 1168.75 1168.75 1168.75 1168.75 1168.75 1168.75 1168.75 1168.75 996.875 996.875 996.875 As'pakai (mm2) 1321.05 1321.05 1321.05 1321.05 1321.05 1321.05 1321.05 1321.05 1321.05 1321.05 1321.05 1321.05 Tulangan Dipakai 2 29 2 29 2 29 2 29 2 29 2 29 2 29 2 29 2 29 2 29 2 29 2 29

Lantai III

Lantai IV

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TABEL PENULANGAN OVERHANG PADA BALOK Momen Lapangan (kNm) 77.499 77.499 80.474 80.474 82.95 82.95 64.331 64.331 be (mm) 375 375 375 375 375 375 375 375 d (mm) 340 340 340 340 340 340 290 290 As perlu (mm2) 1058.25 1058.25 1096.5 1096.5 1134.75 1134.75 1033.125 1033.125 As pakai (mm2) 1321.05 1321.05 1321.05 1321.05 1321.05 1321.05 1321.05 1321.05 Tulangan Dipakai 2 29 2 29 2 29 2 29 2 29 2 29 2 29 2 29 As'perlu (mm2) 529.125 529.125 548.25 548.25 567.375 567.375 516.5625 516.5625 As'pakai (mm2) 1321.05 1321.05 1321.05 1321.05 1321.05 1321.05 1321.05 1321.05 Tulangan Dipakai 2 29 2 29 2 29 2 29 2 29 2 29 2 29 2 29

Balok Lantai II Lantai III Lantai IV Atap

Batang 5 9 14 18 23 27 32 36

k 1.7877509 1.7877509 1.8563783 1.8563783 1.9134948 1.9134948 2.0398256 2.0398256

min 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005

pakai 0.0083 0.0083 0.0086 0.0086 0.0089 0.0089 0.0095 0.0095

TABEL PENULANGAN GESER Berat Total kn/m' 40.14 40.14 40.14 41.5 41.5 41.5 42.89 42.89 42.89 32.58 32.58 32.58 Gaya Geser Vumax kN 155.6 144.25 157 152 143.71 152.48 131.43 127.09 131.37 92.37 93.13 93.86 b mm 300 300 300 300 300 300 300 300 300 300 300 300 d mm 340 340 340 340 340 340 340 340 340 340 340 340 Gaya Geser yang direduksi (Vu) kN 141.95 130.60 143.35 137.89 129.60 138.37 116.85 112.51 116.79 81.29 82.05 82.78 vu MPa 1.39 1.28 1.41 1.35 1.27 1.36 1.15 1.10 1.14 0.80 0.80 0.81 vc MPa 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 Vc kN 56.1 56.1 56.1 56.1 56.1 56.1 56.1 56.1 56.1 56.1 56.1 56.1 Jarak Penulangan Geser (y) m 2.48 2.20 2.51 2.31 2.11 2.32 1.76 1.66 1.75 1.11 1.14 1.16 As (mm2) 476.96 413.90 484.74 454.39 408.33 457.06 337.49 313.37 337.15 139.96 144.18 148.24

Frame Lantai II 6 7 8 15 16 17 24 25 26 33 34 35

Lantai III

Lantai IV

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Tulangan yang dipakai 8 - 150 8 - 150 8 - 150 8 - 150 8 - 150 8 - 150 8 - 150 8 - 150 8 - 150 8 - 150 8 - 150 8 - 150

TABEL PENULANGAN GESER Berat Total kn/m' 40.14 40.14 40.14 41.5 41.5 41.5 42.89 42.89 42.89 32.58 32.58 32.58 Gaya Geser Vumax kN 155.6 144.25 157 152 143.71 152.48 131.43 127.09 131.37 92.37 93.13 93.86 b mm 300 300 300 300 300 300 300 300 300 300 300 300 d mm 340 340 340 340 340 340 340 340 340 340 340 340 Gaya Geser yang direduksi (Vu) kN 141.95 130.60 143.35 137.89 129.60 138.37 116.85 112.51 116.79 81.29 82.05 82.78 vu MPa 1.39 1.28 1.41 1.35 1.27 1.36 1.15 1.10 1.14 0.80 0.80 0.81 vc MPa 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 Vc kN 56.1 56.1 56.1 56.1 56.1 56.1 56.1 56.1 56.1 56.1 56.1 56.1 Jarak Penulangan Geser (y) m 2.48 2.20 2.51 2.31 2.11 2.32 1.76 1.66 1.75 1.11 1.14 1.16 As (mm2) 476.96 413.90 484.74 454.39 408.33 457.06 337.49 313.37 337.15 139.96 144.18 148.24 Tulangan yang dipakai 8 - 100 8 - 100 8 - 100 8 - 100 8 - 100 8 - 100 8 - 100 8 - 100 8 - 100 8 - 100 8 - 100 8 - 100

Frame Lantai II 6 7 8 15 16 17 24 25 26 33 34 35

Lantai III

Lantai IV

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