Beban GempaProject: Pembangunan Gedung Perkantoran 8 LantaiAnalysis: Muhammad Miftakhur RizaA. Penentuan Jenis TanahLapisN SPTKedalaman (m)Tebal (m)N'= Tebal/ N SPT N'N'= 30/ N'0000018220.25027860.8573151130.2004191320.1051.83416.365521520.03862518.530.12075024.560.1208423060.143B. Respon Spektrum Gempa RencanaJenis tanah=SedangZona Gempa=3TC = 0,33/T00.230.20.550.60.550.80.4110.331.20.281.40.241.60.211.80.1820.172.20.152.40.142.60.132.80.1230.11Faktor reduksi, R=8.5Faktor keutamaan, I=1Tinggi gedung, H=28.7Jenis Tanah=sedangWaktu getar, T=0.956Berdasarkan ETAB, waktu getar (T) untuk arah X dan Y diperoleh sebagai berikut :Tx mode 1=0.7877Ty Mode 2=0.7366Nilai spektrum gempa rencana untuk arah X dan Y sebagai berikutC1 arah x = 0.33/ Tx=0.419C2 arah y = 0.33/ Ty=0.448Gaya geser dasar nominal, V = (C x I)/ R x WtVx=4043.730kNVy=4324.255kNC. Perhitungan Berat Sendiri Bangunan dengan ETABSGroupSelfMassSelfWeightTotalMassXTotalMassYTotalMassZALL8394.3882370.4812255.4112255.410.00TIE BEAM637.766258.10814.70814.700.00LANTAI 11115.9810950.651680.291680.290.00LANTAI 21109.3510885.631673.661673.660.00LANTAI 31088.2310678.301652.531652.530.00LANTAI 41095.2410747.091659.541659.540.00LANTAI 51103.7810830.971672.681672.680.00LANTAI 61143.3511219.231715.181715.180.00LANTAI 7866.098498.561115.661115.660.00ATAP201.341975.69234.86234.860.00D. Perhitungan Beban Mati dan Beban Hidup TambahanTingkat LantaiBeban MatiBeban HidupBerat SendiriBeban TotalTambahan (kN)Tambahan (kN)(kN)(kN)Tie Beam1540.80995.566258.108794.46Lantai 13553.35982.610950.6515486.60Lantai 23553.35982.610885.6315421.58Lantai 33553.35982.610678.3015214.25Lantai 43553.35982.610747.0915283.04Lantai 53553.35982.610830.9715366.92Lantai 63553.35982.611219.2315755.18Lantai 72105.41260.148498.5610864.11Atap0.0010.371975.691986.06Beban total =114172.20E. Perhitungan Gaya Lateral Gempa, Fi (KN/m)Tingkat LantaiBeban Total (kN)Z (m)W x Z (KnM)Fx (kN)Fy (kN)Base6258.101.006258.1021.5223.01Lantai 110950.654.6050372.99173.19185.21Lantai 210885.638.2089262.13306.90328.19Lantai 310678.3011.80126003.90433.23463.28Lantai 410747.0915.40165505.22569.04608.52Lantai 510830.9719.00205788.35707.55756.63Lantai 611219.2322.60253554.69871.78932.26Lantai 78498.5626.20222662.35765.56818.67Atap1975.6928.7056702.42194.96208.48 Wt =82044.22 W x Z =1176110.15Keterangan :Fi =F. Beban Lateral Gempa arah X dan YTingkat LantaiPerhitungan gempa 100% arah yang ditinjau dan 30% arah tegak lurusFx (kN)30% Fx (kN)Fy (kN)30% Fy (kN)Tie Beam21.526.4623.016.90Lantai 1173.1951.96185.2155.56Lantai 2306.9092.07328.1998.46Lantai 3433.23129.97463.28138.99Lantai 4569.04170.71608.52182.56Lantai 5707.55212.26756.63226.99Lantai 6871.78261.53932.26279.68Lantai 7765.56229.67818.67245.60Atap194.9658.49208.4862.54
Kekakuan StrukturG. Pusat Massa dan RotasiStoryDiaphragmMassXMassYXCMYCMCumMassXCumMassYXCCMYCCMXCRYCRTIE BEAMD01547.03991547.039932.410.6831547.03991547.039932.410.68332.49.487STORY1D11542.75641542.756432.410.6931542.75641542.756432.410.69332.48.937STORY2D21542.75641542.756432.410.6931542.75641542.756432.410.69332.49.414STORY3D31544.0051544.00532.410.6881544.0051544.00532.410.68832.49.688STORY4D41542.75641542.756432.410.6931542.75641542.756432.410.69332.49.814STORY5D51542.75641542.756432.410.6931542.75641542.756432.410.69332.49.867STORY6D61534.28571534.285732.410.6931534.28571534.285732.410.69332.49.885STORY7D7889.5207889.520732.410.526889.5207889.520732.410.52632.49.916ATAPD833.117833.117832.45.5633.117833.117832.45.5632.49.816Ukuran GedungB =21.6mL =64.8mStoryPusat MassaPusat RotasiEksentrisitas (e)ed = 1,5e + 0,05bed = e - 0,05bXYXYXYXYXYTIE BEAM32.410.68332.49.48701.1961.082.87-1.080.116STORY132.410.69332.48.93701.7561.083.71-1.080.676STORY232.410.69332.49.41401.2791.083.00-1.080.199STORY332.410.68832.49.688011.082.58-1.08-0.08STORY432.410.69332.49.81400.8791.082.40-1.08-0.201STORY532.410.69332.49.86700.8261.082.32-1.08-0.254STORY632.410.69332.49.88500.8081.082.29-1.08-0.272STORY732.410.52632.49.91600.611.082.00-1.08-0.47ATAP32.45.5632.49.8160-4.2561.08-5.30-1.08-5.336Koordinat pusat massa baru akibat eksentrisitasStoryPusat MassaPusat Rotasied = 1,5e + 0,05bKoordinat pusat massaXYXYXYTIE BEAM32.410.68332.49.4871.082.8731.326.613STORY132.410.69332.48.9371.083.7131.325.223STORY232.410.69332.49.4141.083.0031.326.416STORY332.410.68832.49.6881.082.5831.327.108STORY432.410.69332.49.8141.082.4031.327.416STORY532.410.69332.49.8671.082.3231.327.548STORY632.410.69332.49.8851.082.2931.327.593STORY732.410.52632.49.9161.082.0031.327.921ATAP32.45.5632.49.8161.08-5.3031.3215.120
SimpanganH. Kinerja Batas Layan dan UltimitKinerja Batas Layan Arah XReduksi Gedung =8.5NoLantaiTinggi tingkat (mm)Simpangan (mm) S (mm)Diizinkan (mm)Ket.1Tie Beam10000.590.593.53OK2Lantai 136003.803.2112.71OK3Lantai 236009.175.3712.71OK4Lantai 3360014.935.7612.71OK5Lantai 4360020.595.6612.71OK6Lantai 5360025.564.9712.71OK7Lantai 6360029.854.2912.71OK8Lantai 7360033.273.4212.71OK9Atap250034.150.888.82OKKinerja Batas Layan Arah YNoLantaiTinggi tingkat (mm)Simpangan (mm) S (mm)Diizinkan (mm)Ket.1Tie Beam10000.390.393.53OK2Lantai 136003.413.0212.71OK3Lantai 236008.104.6912.71OK4Lantai 3360013.375.2712.71OK5Lantai 4360018.635.2612.71OK6Lantai 5360023.715.0812.71OK7Lantai 6360028.294.5812.71OK8Lantai 7360032.103.8112.71OK9Atap250034.632.538.82OKKinerja Batas Ultimit Arah XFaktor Pengali, =5.95NoLantaiTinggi tingkat (mm)Simpangan (mm) S x Diizinkan (mm)Ket.1Tie Beam10000.593.5120.00OK2Lantai 136003.8019.1072.00OK3Lantai 236009.1731.9572.00OK4Lantai 3360014.9334.2772.00OK5Lantai 4360020.5933.6872.00OK6Lantai 5360025.5629.5772.00OK7Lantai 6360029.8525.5372.00OK8Lantai 7360033.2720.3572.00OK9Atap250034.155.2450.00OKKinerja Batas Ultimit Arah YNoLantaiTinggi tingkat (mm)Simpangan (mm) S x Diizinkan (mm)Ket.1Tie Beam10000.392.3220.00OK2Lantai 136003.4117.9772.00OK3Lantai 236008.127.9172.00OK4Lantai 3360013.3731.3672.00OK5Lantai 4360018.6331.3072.00OK6Lantai 5360023.7130.2372.00OK7Lantai 6360028.2927.2572.00OK8Lantai 7360032.122.6772.00OK9Atap250034.6315.0550.00OK
Output Base ShearBASE SHEAR GEMPA DINAMIK RSP SPEKTRUM XBASE SHEAR GEMPA DINAMIK RSP SPEKTRUM YStoryPointLoadFXFYFZMXMYMZStoryPointLoadFXFYFZMXMYMZBASE1RSPX51.5922.88208.4439.662102.7920.229BASE1RSPY14.6157.77197.4399.0729.1890.1BASE7RSPX79.4125.61106.7536.384105.2770.229BASE7RSPY23.0163.83267.699.35729.9050.1BASE13RSPX70.928.96238.533.654104.5150.229BASE13RSPY20.0287.95715.65101.31429.670.1BASE19RSPX77.6318.8367.5830.912105.1180.229BASE19RSPY22.0360.83218.8398.77429.8440.1BASE25RSPX76.1718.2953.6729.785104.9880.229BASE25RSPY21.5460.59178.2498.6929.810.1BASE31RSPX76.1718.2953.6729.785104.9880.229BASE31RSPY21.5460.59178.2498.6929.810.1BASE37RSPX77.6318.8367.5830.912105.1180.229BASE37RSPY22.0360.83218.8398.77429.8440.1BASE43RSPX70.928.96238.533.654104.5150.229BASE43RSPY20.0287.95715.65101.31429.670.1BASE49RSPX79.4125.61106.7536.384105.2770.229BASE49RSPY23.0163.83267.699.35729.9050.1BASE55RSPX51.5922.88208.4439.662102.7920.229BASE55RSPY14.6157.77197.4399.0729.1890.1BASE314RSPX67.2153.84721.713.9347.2441.556BASE314RSPY54.9389.34751.717.1963.9611.361BASE315RSPX39.623.4323.541.0142.1511.713BASE315RSPY13.879.78606.663.0870.6650.601BASE317RSPX34.543.28203.051.8172.1622.211BASE317RSPY15.119.94594.425.1360.6333.015BASE318RSPX49.2536.17496.872.6016.212.813BASE318RSPY52.6693.98728.816.8233.3092.56BASE348RSPX49.2536.17496.872.6016.212.813BASE348RSPY52.6693.98728.816.8233.3092.56BASE349RSPX34.543.28203.051.8172.1622.211BASE349RSPY15.119.94594.425.1360.6333.015BASE351RSPX39.623.4323.541.0142.1511.713BASE351RSPY13.879.78606.663.0870.6650.601BASE352RSPX67.2153.84721.713.9347.2441.556BASE352RSPY54.9389.34751.717.1963.9611.361BASE424RSPX12.4324.56735.031.0815.7030.966BASE424RSPY3.6169.91412.542.5131.7031.942BASE426RSPX9.3833.05528.841.4824.6171.423BASE426RSPY2.7285.26414.712.7981.4511.273BASE456RSPX9.3833.05528.841.4824.6171.423BASE456RSPY2.7285.26414.712.7981.4511.273BASE458RSPX12.4324.56735.031.0815.7030.966BASE458RSPY3.6169.91412.542.5131.7031.942BASE542RSPX12.8826.38687.781.6596.6084.869BASE542RSPY3.7567.82285.252.7621.9682.612BASE544RSPX9.5623.13520.820.9474.8054.424BASE544RSPY2.7867.63204.912.9431.5181.791BASE574RSPX9.5623.13520.820.9474.8054.424BASE574RSPY2.7867.63204.912.9431.5181.791BASE576RSPX12.8826.38687.781.6596.6084.869BASE576RSPY3.7567.82285.252.7621.9682.612BASE593RSPX57.1932.32190.1440.506106.4840.229BASE593RSPY16.6881.5955.54101.19431.1240.1BASE599RSPX102.0428.44215.7736.643110.4880.229BASE599RSPY30.6581.77118.86100.95532.2840.1BASE603RSPX66.8139.18620.942.717.6344.306BASE603RSPY43.1278.56612.146.663.3272.547BASE604RSPX53.52.57259.320.9012.6982.49BASE604RSPY15.937.81488.582.7370.911.403BASE606RSPX39.012.52173.821.2472.3472.54BASE606RSPY13.077.58466.123.4110.6952.267BASE607RSPX116.6660.271757.1933.424105.8184.929BASE607RSPY55.95149.231957.5499.21331.1832.66BASE613RSPX90.7626.8358.6331.632109.4840.229BASE613RSPY26.7485.4443.14100.96932.0090.1BASE619RSPX85.0426.062.2730.479108.9720.229BASE619RSPY24.8386.364.35100.98831.8530.1BASE625RSPX85.0426.062.2730.479108.9720.229BASE625RSPY24.8386.364.35100.98831.8530.1BASE631RSPX90.7626.8358.6331.632109.4840.229BASE631RSPY26.7485.4543.14100.96932.0090.1BASE637RSPX116.6660.271757.1933.424105.8184.929BASE637RSPY55.95149.231957.5499.21331.1832.66BASE638RSPX39.012.52173.821.2472.3472.54BASE638RSPY13.077.58466.123.4110.6952.267BASE640RSPX53.52.57259.320.9012.6982.49BASE640RSPY15.937.81488.582.7370.911.403BASE641RSPX66.8139.18620.942.717.6344.306BASE641RSPY43.1278.56612.146.663.3272.547BASE645RSPX102.0428.44215.7736.643110.4880.229BASE645RSPY30.6581.77118.86100.95532.2840.1BASE651RSPX57.1932.32190.1440.506106.4840.229BASE651RSPY16.6881.5955.54101.19531.1240.1BASE876RSPX000000BASE876RSPY000000BASE1160RSPX59.4532.16192.9140.491110.0760.229BASE1160RSPY17.8881.358.03101.16833.0710.1BASE1166RSPX87.9831.549.7836.963112.6250.229BASE1166RSPY26.4588.2210.14101.53333.8340.1BASE1172RSPX87.731.3634.2134.089112.60.229BASE1172RSPY26.3991.8760.14101.6733.8310.1BASE1178RSPX88.4727.1817.3831.664112.670.229BASE1178RSPY26.6186.786.33101.08933.8510.1BASE1184RSPX88.1326.042.2530.477112.6390.229BASE1184RSPY26.4986.294.49100.98133.840.1BASE1190RSPX88.1326.042.2530.477112.6390.229BASE1190RSPY26.4986.294.49100.98133.840.1BASE1196RSPX88.4727.1817.3831.664112.670.229BASE1196RSPY26.6186.786.33101.08933.8510.1BASE1202RSPX87.731.3634.2134.089112.60.229BASE1202RSPY26.3991.8760.14101.6733.8310.1BASE1208RSPX87.9831.549.7836.963112.6250.229BASE1208RSPY26.4588.2210.14101.53333.8340.1BASE1214RSPX59.4532.16192.9140.491110.0760.229BASE1214RSPY17.8881.358.03101.16833.0710.1BASE1717RSPX57.522.37179.2539.611113.4730.229BASE1717RSPY17.7857.95191.6399.08634.9760.1BASE1723RSPX84.5821.8368.7636.098115.8930.229BASE1723RSPY26.1560.68195.399.07735.7250.1BASE1729RSPX84.7820.1163.6333.09115.9120.229BASE1729RSPY26.2160.63195.198.88335.730.1BASE1735RSPX84.7218.960.0530.925115.9060.229BASE1735RSPY26.1960.58193.3798.75235.7290.1BASE1741RSPX84.7518.2953.7129.786115.910.229BASE1741RSPY26.260.61178.3398.69235.730.1BASE1747RSPX84.7518.2953.7129.786115.910.229BASE1747RSPY26.260.61178.3398.69235.730.1BASE1753RSPX84.7218.960.0530.925115.9060.229BASE1753RSPY26.1960.58193.3798.75235.7290.1BASE1759RSPX84.7820.1163.6333.09115.9120.229BASE1759RSPY26.2160.63195.198.88335.730.1BASE1765RSPX84.5821.8368.7636.098115.8930.229BASE1765RSPY26.1560.68195.399.07735.7250.1BASE1771RSPX57.522.37179.2539.611113.4730.229BASE1771RSPY17.7857.95191.6399.08634.9760.1JUMLAH4019.281572.7JUMLAH1447.924275.77BASE SHEAR GEMPA DINAMIK TIME HISTORY XBASE SHEAR GEMPA DINAMIK TIME HISTORY YStoryPointLoadFXFYFZMXMYMZStoryPointLoadFXFYFZMXMYMZStoryPointLoadFXFYFZMXMYMZStoryPointLoadFXFYFZMXMYMZBASE1THX MAX46.6319.7176.5524.93187.2110.139BASE1THY MAX14.4551.24180.0176.7926.1320.042BASE1THX MIN-38.51-14.52-170.87-31.699-76.38-0.134BASE1THY MIN-11.97-44.97-173.85-81.48-22.892-0.04BASE7THX MAX71.1825.4387.0524.9589.4010.139BASE7THY MAX24.2157.45209.1577.19427.0030.042BASE7THX MIN-59.88-20.31-86.56-30.517-78.285-0.134BASE7THY MIN-21.02-50.97-201.24-81.527-23.698-0.04BASE13THX MAX62.9915.7983.4723.78588.670.139BASE13THY MAX17.9273.12512.4378.38126.4420.042BASE13THX MIN-52.63-12.17-82.61-27.965-77.638-0.134BASE13THY MIN-14.83-65.78-498.5-82.481-23.147-0.04BASE19THX MAX68.3416.1241.1223.44789.1480.139BASE19THY MAX19.2453.03163.2476.57626.560.042BASE19THX MIN-57.4-13.33-39.75-26.301-78.064-0.134BASE19THY MIN-15.65-47-156.59-80.991-23.22-0.04BASE25THX MAX67.5616.2939.2623.08789.0780.139BASE25THY MAX20.2753.27131.3576.45526.6510.042BASE25THX MIN-56.72-14.24-39.02-24.623-78.003-0.134BASE25THY MIN-16.94-47.2-130.51-81.313-23.335-0.04BASE31THX MAX67.5716.2839.3522.75589.0780.139BASE31THY MAX20.2753.45131.3876.31526.6520.042BASE31THX MIN-56.74-14.28-39.08-24.905-78.005-0.134BASE31THY MIN-17.01-47.27-130.53-81.63-23.341-0.04BASE37THX MAX69.1717.8758.0923.35889.2210.139BASE37THY MAX22.0154.12168.3276.22426.8060.042BASE37THX MIN-58.4-15.64-55.62-26.052-78.153-0.134BASE37THY MIN-19-47.84-161.26-81.991-23.519-0.04BASE43THX MAX63.6432.38236.8925.05788.7280.139BASE43THY MAX20.0778.87558.3478.16226.6340.042BASE43THX MIN-53.23-29.28-232.38-28.351-77.692-0.134BASE43THY MIN-16.85-70.74-544.21-84.498-23.327-0.04BASE49THX MAX69.315.6148.1523.99389.2330.139BASE49THY MAX17.9355.48193.1175.97526.4430.042BASE49THX MIN-57.85-13.44-49.69-27.861-78.104-0.134BASE49THY MIN-14.21-48.59-185.68-82.714-23.092-0.04BASE55THX MAX46.3317.8193.2824.70687.1860.139BASE55THY MAX13.4851.52102.1275.67826.0460.042BASE55THX MIN-38.21-14.53-105.19-29.064-76.353-0.134BASE55THY MIN-10.99-45.14-97.64-82.661-22.804-0.04BASE314THX MAX64.5153.79679.963.5126.6491.077BASE314THY MAX51.0580.9668.856.0484.0270.711BASE314THX MIN-56.7-48.07-621.97-3.912-5.847-0.93BASE314THY MIN-52.51-76.36-688.38-6.225-4.063-0.911BASE315THX MAX38.393.16315.620.4961.871.61BASE315THY MAX15.238.5475.362.3230.3810.657BASE315THX MIN-30.58-2.57-291.71-0.611-1.539-1.392BASE315THY MIN-14.5-7.66-505.08-2.492-0.349-0.673BASE317THX MAX31.082.7161.871.4371.9772.464BASE317THY MAX5.168.49408.694.0420.712.975BASE317THX MIN-23.21-2.14-60.7-1.704-1.619-2.078BASE317THY MIN-5.26-7.65-431.99-4.289-0.576-2.707BASE318THX MAX30.977.41192.470.3794.7473.025BASE318THY MAX28.473.45446.664.8631.0512.85BASE318THX MIN-25.05-5.84-215.1-0.476-4.022-2.516BASE318THY MIN-26.76-67.06-445.06-5.135-0.953-2.475BASE348THX MAX51.7839.48522.022.9125.8521.828BASE348THY MAX47.1983.02623.185.6633.4331.412BASE348THX MIN-48.44-40.54-522.77-2.805-5.313-1.602BASE348THY MIN-50.08-78.31-659.05-5.832-3.554-1.676BASE349THX MAX35.243.05208.371.0851.8991.25BASE349THY MAX16.98.75455.983.8920.451.933BASE349THX MIN-28.51-2.7-211.27-1.259-1.558-1.155BASE349THY MIN-16.6-7.82-477.04-4.259-0.389-2.174BASE351THX MAX35.942.7126.940.9652.0131.496BASE351THY MAX7.058.52409.722.4540.820.273BASE351THX MIN-27.07-2.26-127.71-1.067-1.665-1.224BASE351THY MIN-5.73-7.57-412.68-2.668-0.691-0.226BASE352THX MAX43.6625.15371.31.6465.3091.843BASE352THY MAX26.8468.46440.244.9541.3631.718BASE352THX MIN-36.77-23.35-407.63-1.705-4.37-1.538BASE352THY MIN-26.19-60.9-418.24-5.421-1.249-1.401BASE424THX MAX10.8721.79634.790.1834.7430.55BASE424THY MAX3.3368.08412.021.8011.0621.511BASE424THX MIN-9.08-16.24-587.72-0.166-4.086-0.681BASE424THY MIN-2.79-55.5-419.27-2.145-0.938-1.855BASE426THX MAX8.3438.34304.21.383.7981.554BASE426THY MAX2.684.75202.822.3730.7681.488BASE426THX MIN-6.83-29.54-329.02-1.664-3.27-1.354BASE426THY 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MIN-17.53-47.44-146.95-82.264-23.866-0.04BASE1765THX MAX71.7718.2842.2324.28794.5320.139BASE1765THY MAX21.4753.96141.1175.89528.2780.042BASE1765THX MIN-58.33-15.24-43.36-28.1-79.751-0.134BASE1765THY MIN-17.44-47.47-146.42-82.578-23.858-0.04BASE1771THX MAX49.6618.73166.9924.79492.5610.139BASE1771THY MAX15.4451.94173.1675.71727.740.042BASE1771THX MIN-39.84-15.52-171.37-29.146-78.103-0.134BASE1771THY MIN-12.34-45.58-179.2-82.699-23.403-0.04JUMLAH3493.411309.93JUMLAH1193.053787.4
Periode & Base ShearI. Waktu Getar StrukturModePeriod (T) T10.7876916.4920.7365652.4730.71839167.5540.23308710.9750.2075180.1160.20729142.3670.11948712.8080.1041931.9890.10213424.54100.07707513.26110.0668551.72120.06570713.65130.05673513.40140.0491320.81150.0487326.38160.04562513.03170.039680.11180.0396370.19190.03956212.12200.0347660.57210.03456940.14220.0206942.07J. Partisipasi MassaModePeriodUXUYUZSumUXSumUYSumUZRXRYRZSumRXSumRYSumRZ10.78769167.28040067.280400097.04421.7881097.04421.788120.736565067.1306067.280467.1306099.52440099.524497.04421.788130.7183911.7570069.037367.1306002.611266.700299.524499.655468.488340.23308711.46940080.506767.1306000.00660.322199.524499.662168.810550.2075180.290080.796767.1306000.000612.251399.524499.662781.061860.207291013.6209080.796780.751400.17970099.704199.662781.061870.1194874.53750085.334280.7514000.26940.139699.704199.93281.201380.1041930.16420085.498480.7514000.01084.68399.704199.942985.884390.10213405.0513085.498485.802700.24050099.944699.942985.8843100.0770752.15710087.655685.8027000.01210.098899.944699.954985.9832110.0668550.130087.785585.8027000.00112.215199.944699.95688.1982120.06570702.3642087.785588.166900.01890099.963599.95688.1982130.0567351.10350088.889188.1669000.0180.065799.963599.97488.2639140.0491320.0870088.97688.1669000.00141.110199.963599.975489.374150.04873201.1856088.97689.352600.01510099.978599.975489.374160.0456250.53630089.512389.3526000.00240.035499.978599.977889.4094170.039680.03230089.544689.3526000.00040.274799.978599.978189.6841180.03963700.5741089.544689.926600.00260099.981199.978189.6841190.0395620.17810089.722789.9266000.00120.262299.981199.979389.9463200.03476600.1717089.722790.098300.00110099.982299.979389.9463210.0345690.01850089.741290.0983000.00010.150799.982299.979590.097220.0206949.50099.241390.0983000.01910.766299.982299.998590.8632Partisipasi massa telah tercapai > 90% OKK. Gaya Geser Dasar (Base Shear)Tipe Beban GempaFx (kN)Fy (kN)80% Statik X80% Statik YStatikEQx-11265.51-1688.17-9012.408-1350.536EQy-1805.27-12056.99-1444.216-9645.592DinamikRSPx4019.281572.7RSPy1447.924275.77THx3493.411309.93Thy1193.053787.4
Bore PileK. Perhitungan Kuat Dukung Pondasi Bore pilePanjang Tiang =14meterD (m)Ap (m)W (ton)NbNb'Qd (ton)Qg (ton)Q.ijin (ton)0.60.28269.504027.5310.8626.38102.920.80.502416.884027.5552.6435.17179.0610.78526.384027.5863.543.96276.111.21.130437.984027.51243.4452.75394.08
Volume BetonL. Perhitungan Volume BetonSectionElementTypeNumPiecesTotalLengthTotalWeightNumStudsK1-70X70Column240760894.673K2-70X70Column78278.6327.968K3-20X20Column8201.922TB1-40X80Beam66475.2329.8090TB2-30X50Beam81388.8140.1110B1-40X70Beam118849.6515.950B4-20X50Beam24.81.1530BA-30X60Beam37626401141.6450BB-20X40Beam8244.3050B2-40X70Beam2461771.21075.6260B3-40X70Beam84604.8367.2870B5-40X80Beam214.49.9940WALLWall330.962S2Floor2361.337S3Floor224.178S1Floor672.533ElemenBerat (ton)Volume (m)Kolom1224.563510.23Balok3585.881494.12Wall330.962137.90Plat Lantai3258.0481357.52TOTAL =3499.77
Data PembebananNO.Jenis Beban MatiBeratSatuan1Baja78,5KN/m32Beton22KN/m33Pasangan batu kali22KN/m34Mortar, spesi22KN/m35Beton bertulang24KN/m36Pasir16KN/m37Lapisan aspal14KN/m28Air10KN/m39Dinding pasangan bata batu2,5KN/m210Curtain wall kaca + rangka0,6KN/m211Langit- langit dan penggantung0,2KN/m212Cladding metal sheet + rangka0,2KN/m213Finishing lantai (tegel atau keramik)22KN/m314Marmer, granit per cm tebal0,24KN/m215Instalasi plumbing (ME)0,25KN/m216Penutup atap genteng0,5KN/m2NO.Jenis Beban MatiBeratSatuan1Dak atap bangunan1KN/m22Rumah tinggal2KN/m23Kantor, sekolah, hotel, pasar, rumah sakit2,5KN/m24Hall, tangga, coridor, balcony3KN/m25Ruang olahraga, pabrik, bioskop, bengkel,4KN/m2perpustakaan, tempat ibadah, parkir, aulaKN/m26Panggung penonton5KN/m2No.Fungsi BangunanFaktor Reduksi untuk Portal1Perumahan : rumah tinggal, asrama hotel, rumah sakit0,752Gedung pendidikan : sekolah, ruang kuliah0,903Tempat pertemuan umum, tempat ibadah, bioskop, restoran, ruang dansa, ruang pergelaran0,904Gedung perkantoran : kantor, bank0,605Gedung perdagangan dan ruang penyimpanan : toko, pasar, gudang, ruang arsip, perpustakaan0,806Tempat kendaraan : garasi, gedung parkir0,907Bangunan industri : pabrik, bengkel1,00No.Fungsi BangunanFaktor Reduksi untuk Portal1Perumahan : rumah tinggal, asrama hotel, rumah sakit0,752Gedung pendidikan : sekolah, ruang kuliah0,903Tempat pertemuan umum, tempat ibadah, bioskop, restoran, ruang dansa, ruang pergelaran0,904Gedung perkantoran : kantor, bank0,605Gedung perdagangan dan ruang penyimpanan : toko, toserba, pasar, gudang, ruang arsip, perpustakaan0,806Tempat kendaraan : garasi, gedung parkir0,907Bangunan industri : pabrik, bengkel1,00
MBD0010B6FE.unknown
