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Cara disain untuk bangunan dengan bentuk sederhana atau Mode-1 dominan
3
2
1
kolombawah
kolomatas
DATA:Wi, hi, WT Zona Gempa, Jenis Tanah, fungsi bangunan, type struktur
- Hitung Waktu Getar Alami (T0)- Tentukan koef gempa C
NO
Sheet1
Parameter Daktailitas Struktur & Faktor R
Taraf Kinerja Struktur GedungmR
Elastik Penuh1.01.6
Daktail Parsial1.52.4
2.03.2
2.54.0
3.04.8
3.55.6
4.06.4
4.57.2
5.08.0
Daktail Penuh5.38.5
Sheet2
Sheet3
KATEGORI GEDUNG
FAKTOR KEUTAMAAN I
I1
I2
I
Gedung umum ( hunian, perdagangan, kantor)
Monumen dan bangunan monumental
Gendung penting pasca gempa (rumah sakit, istalasi air bersih, listrik, penyelamatan dalam keadaan darurat, radio, televisi
Gedung penyimpanan bahan berbahaya (gas, minyak bumi, asam, bahan beracun)
Cerobong dan tangki di atas menara
1.0
1.0
1.0
1.0
1.6
1.6
1.4
1.4
1.0
1.0
1.6
1.6
1.0
1.5
1.5
Chart2
10
9
8
7
6
5
4
3
2
1
Gaya Geser (Ton)
Lantai
GAYA GESER LATERAL
SEQ83-SS
TINJAU BANGUNAN 10 LANTAI
Berat Bangunan
Lantai : Atap
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Lap. Kedap air :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Lisplank :0,08*1,5*2,4*(2*30+2*15)=25.92
Tembok :0,5*0,6*4*0,5*0,25*(2*15+2*30)=6.75
Kolom :0,6*0,6*2*2,4*28=48.384
W-DL=429.57TN
BEBAN HIDUP
Baban hidup :15*30*0,10*0,3=13.5
W-LL=13.5TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=465.2235TN
Lantai Tengah dengan Kolom 60/60
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :(0,6*0,6)*4*2,4*28=96.768
W-DL=458.784TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=517.1607TN
Lantai Tengah dengan Kolom 60/60 & 70/70
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :(0,6*0,6+0,7*0,7)*2*2,4*28=114.24
W-DL=476.256TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=535.5063TN
Lantai Tengah dengan Kolom 70/70
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :(0,7*0,7)*4*2,4*28=131.712
W-DL=493.728TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=553.8519TN
KEKAKUAN KOLOM
fc =25Mpa
Ec =23500Mpa
KOLOM 70/70
K(70/70)=66121.3N/mm
66.12kN/mm
6.61T/mm
K-TOT=185.14T/mm
KOLOM 60/60
K(60/60)=35690.6N/mm
35.69kN/mm
3.57T/mm
K-TOT=99.93T/mm
BERAT BANGUNAN TOTAL
LantaiWiKiWi/Ki
10465.299.934.65515.76
9517.299.935.17528.69
8517.299.935.17528.69
7517.299.935.17528.69
6517.299.935.17528.69
5535.5185.142.89228.07
4553.9185.142.99225.61
3553.9185.142.99225.61
2553.9185.142.99225.61
1553.9185.142.99225.61
5,284.84.0214052892
PERKIRAAN WAKTU GETAR (T0)
H =40m
T0 =0.9543det
GAYA GESER DASAR
C =0.09
Vt = CIK Wt=475.6Ton
DISTRIBUSI GAYA GESER
LantaiWihiWi hiFiQi
10465.24018,608.978.078.0
9517.23618,617.878.0156.0
8517.23216,549.169.3225.3
7517.22814,480.560.7286.0
6517.22412,411.952.0337.9
5535.52010,710.144.9382.8
4553.9168,861.637.1419.9
3553.9126,646.227.8447.8
2553.984,430.818.6466.3
1553.942,215.49.3475.6
5,284.8113,532.4
EVALUASI WAKTU GETAR
g =9810mm/det2
LantaiWiFiQiKiFi didi
10465.278.078.099.931,768.2239,319.60.7822.68
9517.278.0156.099.931,708.2248,050.91.5621.90
8517.269.3225.399.931,410.2213,959.12.2520.34
7517.260.7286.099.931,097.2169,159.62.8618.09
6517.252.0337.999.93791.6119,867.23.3815.22
5535.544.9382.8185.14531.475,102.82.0711.84
4553.937.1419.9185.14362.952,919.12.279.77
3553.927.8447.8185.14209.031,208.92.427.51
2553.918.6466.3185.1494.414,337.62.525.09
1553.99.3475.6185.1423.83,655.42.572.57
7,996.91,167,580
T1 =0.7686det.
GAYA GESER DASAR BARU
C =0.0900
Vt = CIK Wt=475.6Ton
DISTRIBUSI GAYA GESER
LantaiWihiWi hiFiQi
10465.24018,608.978.078.0
9517.23618,617.878.0156.0
8517.23216,549.169.3225.3
7517.22814,480.560.7286.0
6517.22412,411.952.0337.9
5535.52010,710.144.9382.8
4553.9168,861.637.1419.9
3553.9126,646.227.8447.8
2553.984,430.818.6466.3
1553.942,215.49.3475.6
5,284.8113,532.4
EVALUASI WAKTU GETAR
g =9810mm/det2
LantaiWiFiQiKiFi didi
10465.278.078.099.931,768.2239,319.60.780115616222.6807982434
9517.278.0156.099.931,708.2248,050.91.560602036921.9006826272
8517.269.3225.399.931,410.2213,959.12.254367744220.3400805903
7517.260.7286.099.931,097.2169,159.62.86141273818.0857128461
6517.252.0337.999.93791.6119,867.23.381737018515.2243001081
5535.544.9382.8185.14531.475,102.82.067728383411.8425630896
4553.937.1419.9185.14362.952,919.12.26825120649.7748347062
3553.927.8447.8185.14209.031,208.92.41864332377.5065834997
2553.918.6466.3185.1494.414,337.62.51890473525.0879401761
1553.99.3475.6185.1423.83,655.42.56903544092.5690354409
7,996.91,167,580
T1 =0.7686det.
TINJAU BANGUNAN 9 LANTAI
Berat Bangunan
Lantai : Atap
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Lap. Kedap air :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Lisplank :0,08*1,5*2,4*(2*30+2*15)=25.92
Tembok :0,5*0,6*4*0,5*0,25*(2*15+2*30)=6.75
Kolom :0,6*0,4*6*2,4*28=48.384
W-DL=429.57TN
BEBAN HIDUP
Baban hidup :15*30*0,10*0,3=13.5
W-LL=13.5TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=465.2235TN
Lantai Tengah dengan Kolom 60/60
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :0,6*0,6*4*2,4*28=96.768
W-DL=458.784TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=517.1607TN
Lantai Tengah dengan Kolom 60/60 & 70/70
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :(0,6*0,6+0,7*0,7)*2*2,4*28=114.24
W-DL=476.256TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=535.5063TN
Lantai Tengah dengan Kolom 70/70
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :(0,7*0,7)*4*2,4*28=131.712
W-DL=493.728TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=553.8519TN
KEKAKUAN KOLOM
fc =25Mpa
Ec =23500Mpa
KOLOM 70/70
K(70/70)=66121.3N/mm
66.12kN/mm
6.61T/mm
K-TOT=185.14T/mm
KOLOM 60/60
K(60/60)=35690.6N/mm
35.69kN/mm
3.57T/mm
K-TOT=99.93T/mm
BERAT BANGUNAN TOTAL
LantaiWiKiWi/Ki
9465.299.934.65515.76
8517.299.935.17528.69
7517.299.935.17528.69
6517.299.935.17528.69
5517.299.935.17528.69
4535.5185.142.89228.07
3553.9185.142.99225.61
2553.9185.142.99225.61
1553.9185.142.99225.61
4,730.93.7222516386
PERKIRAAN WAKTU GETAR (T0)
H =36m
T0 =0.8818det
GAYA GESER DASAR
C =0.09
Vt = CIK Wt=425.8Ton
DISTRIBUSI GAYA GESER
LantaiWihiWi hiFiQi
9465.23616,748.077.277.2
8517.23216,549.176.3153.4
7517.22814,480.566.7220.2
6517.22412,411.957.2277.4
5517.22010,343.247.7325.0
4535.5168,568.139.5364.5
3553.9126,646.230.6395.2
2553.984,430.820.4415.6
1553.942,215.410.2425.8
4,730.992,393.3
EVALUASI WAKTU GETAR
g =9810mm/det2
LantaiWiFiQiKiFi didi
9465.277.277.299.931,480.9171,267.10.772325425919.1869599025
8517.276.3153.499.931,404.4175,368.61.535478539518.4146344766
7517.266.7220.299.931,126.4147,342.12.203237513916.8791559371
6517.257.2277.499.93839.4111,387.42.775602349214.6759184232
5517.247.7325.099.93567.273,239.03.252573045211.900316074
4535.539.5364.5185.14341.540,047.01.96892979978.6477430289
3553.930.6395.2185.14204.624,705.42.13436347766.6788132292
2553.920.4415.6185.1492.811,438.22.24465259624.5444497516
1553.910.2425.8185.1423.52,929.42.29979715542.2997971554
6,080.6757,724.2
T1 =0.7100det.
GAYA GESER DASAR BARU
C =0.0900
Vt = CIK Wt=425.8Ton
DISTRIBUSI GAYA GESER
LantaiWihiWi hiFiQi
9465.23616,748.077.277.2
8517.23216,549.176.3153.4
7517.22814,480.566.7220.2
6517.22412,411.957.2277.4
5517.22010,343.247.7325.0
4535.5168,568.139.5364.5
3553.9126,646.230.6395.2
2553.984,430.820.4415.6
1553.942,215.410.2425.8
4,730.992,393.3
EVALUASI WAKTU GETAR
g =9810mm/det2
LantaiWiFiQiKiFi didi
9465.277.277.299.931,480.9171,267.10.772325425919.1869599025
8517.276.3153.499.931,404.4175,368.61.535478539518.4146344766
7517.266.7220.299.931,126.4147,342.12.203237513916.8791559371
6517.257.2277.499.93839.4111,387.42.775602349214.6759184232
5517.247.7325.099.93567.273,239.03.252573045211.900316074
4535.539.5364.5185.14341.540,047.01.96892979978.6477430289
3553.930.6395.2185.14204.624,705.42.13436347766.6788132292
2553.920.4415.6185.1492.811,438.22.24465259624.5444497516
1553.910.2425.8185.1423.52,929.42.29979715542.2997971554
6,080.6757,724.2
T1 =0.7100det.
TINJAU BANGUNAN 8 LANTAI
Berat Bangunan
Lantai : Atap
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Lap. Kedap air :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Lisplank :0,08*1,5*2,4*(2*30+2*15)=25.92
Tembok :0,5*0,6*4*0,5*0,25*(2*15+2*30)=6.75
Kolom :0,6*0,4*6*2,4*28=48.384
W-DL=429.57TN
BEBAN HIDUP
Baban hidup :15*30*0,10*0,3=13.5
W-LL=13.5TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=465.2235TN
Lantai Tengah dengan Kolom 60/60
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :0,6*0,6*4*2,4*28=96.768
W-DL=458.784TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=517.1607TN
Lantai Tengah dengan Kolom 60/60 & 70/70
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :(0,6*0,6+0,7*0,7)*2*2,4*28=114.24
W-DL=476.256TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=535.5063TN
Lantai Tengah dengan Kolom 70/70
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :(0,7*0,7)*4*2,4*28=131.712
W-DL=493.728TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=553.8519TN
KEKAKUAN KOLOM
fc =25Mpa
Ec =23500Mpa
KOLOM 70/70
K(70/70)=66121.3N/mm
66.12kN/mm
6.61T/mm
K-TOT=185.14T/mm
KOLOM 60/60
K(60/60)=35690.6N/mm
35.69kN/mm
3.57T/mm
K-TOT=99.93T/mm
BERAT BANGUNAN TOTAL
LantaiWiKiWi/Ki
8465.299.934.65515.76
7517.299.935.17528.69
6517.299.935.17528.69
5517.299.935.17528.69
4517.299.935.17528.69
3535.5185.142.89228.07
2553.9185.142.99225.61
1553.9185.142.99225.61
4,177.13.4230979881
PERKIRAAN WAKTU GETAR (T0)
H =32m
T0 =0.8073det
GAYA GESER DASAR
C =0.09
Vt = CIK Wt=375.9Ton
DISTRIBUSI GAYA GESER
LantaiWihiWi hiFiQi
8465.23214,887.276.276.2
7517.22814,480.574.1150.3
6517.22412,411.963.5213.8
5517.22010,343.252.9266.7
4517.2168,274.642.3309.0
3535.5126,426.132.9341.9
2553.984,430.822.7364.6
1553.942,215.411.3375.9
4,177.173,469.6
EVALUASI WAKTU GETAR
g =9810mm/det2
LantaiWiFiQiKiFi didi
8465.276.276.299.931,219.8119,295.70.7616.01
7517.274.1150.399.931,130.0120,288.91.5015.25
6517.263.5213.899.93873.197,738.02.1413.75
5517.252.9266.799.93614.469,686.62.6711.61
4517.242.3309.099.93378.541,326.73.098.94
3535.532.9341.9185.14192.318,306.11.855.85
2553.922.7364.6185.1490.78,861.11.974.00
1553.911.3375.9185.1423.02,283.62.032.03
4,521.8477,786.7
T1 =0.6538det.
GAYA GESER DASAR BARU
C =0.0900
Vt = CIK Wt=375.9Ton
DISTRIBUSI GAYA GESER
LantaiWihiWi hiFiQi
8465.23214,887.276.276.2
7517.22814,480.574.1150.3
6517.22412,411.963.5213.8
5517.22010,343.252.9266.7
4517.2168,274.642.3309.0
3535.5126,426.132.9341.9
2553.984,430.822.7364.6
1553.942,215.411.3375.9
4,177.173,469.6
EVALUASI WAKTU GETAR
g =9810mm/det2
LantaiWiFiQiKiFi didi
8465.276.276.299.931,219.8119,295.70.7616.01
7517.274.1150.399.931,130.0120,288.91.5015.25
6517.263.5213.899.93873.197,738.02.1413.75
5517.252.9266.799.93614.469,686.62.6711.61
4517.242.3309.099.93378.541,326.73.098.94
3535.532.9341.9185.14192.318,306.11.855.85
2553.922.7364.6185.1490.78,861.11.974.00
1553.911.3375.9185.1423.02,283.62.032.03
4,521.8477,786.7
T1 =0.6538det.
TINJAU BANGUNAN 7 LANTAI
Berat Bangunan
Lantai : Atap
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Lap. Kedap air :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Lisplank :0,08*1,5*2,4*(2*30+2*15)=25.92
Tembok :0,5*0,6*4*0,5*0,25*(2*15+2*30)=6.75
Kolom :0,6*0,4*6*2,4*28=48.384
W-DL=429.57TN
BEBAN HIDUP
Baban hidup :15*30*0,10*0,3=13.5
W-LL=13.5TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=465.2235TN
Lantai Tengah dengan Kolom 60/60
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :0,6*0,6*4*2,4*28=96.768
W-DL=458.784TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=517.1607TN
Lantai Tengah dengan Kolom 60/60 & 70/70
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :(0,6*0,6+0,7*0,7)*2*2,4*28=114.24
W-DL=476.256TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=535.5063TN
Lantai Tengah dengan Kolom 70/70
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :(0,7*0,7)*4*2,4*28=131.712
W-DL=493.728TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=553.8519TN
KEKAKUAN KOLOM
fc =25Mpa
Ec =23500Mpa
KOLOM 70/70
K(70/70)=66121.3N/mm
66.12kN/mm
6.61T/mm
K-TOT=185.14T/mm
KOLOM 60/60
K(60/60)=35690.6N/mm
35.69kN/mm
3.57T/mm
K-TOT=99.93T/mm
BERAT BANGUNAN TOTAL
LantaiWiKiWi/Ki
7465.299.934.65515.76
6517.299.935.17528.69
5517.299.935.17528.69
4517.299.935.17528.69
3517.299.935.17528.69
2535.5185.142.89228.07
1553.9185.142.99225.61
3,623.23.1239443376
PERKIRAAN WAKTU GETAR (T0)
H =28m
T0 =0.7303det
GAYA GESER DASAR
C =0.09
Vt = CIK Wt=326.1Ton
DISTRIBUSI GAYA GESER
LantaiWihiWi hiFiQi
7465.22813,026.374.874.8
6517.22412,411.971.3146.1
5517.22010,343.259.4205.6
4517.2168,274.647.5253.1
3517.2126,205.935.7288.8
2535.584,284.124.6313.4
1553.942,215.412.7326.1
3,623.256,761.3
EVALUASI WAKTU GETAR
g =9810mm/det2
LantaiWiFiQiKiFi didi
7465.274.874.899.93983.680,376.50.7513.14
6517.271.3146.199.93883.979,458.81.4612.40
5517.259.4205.699.93649.661,816.12.0610.93
4517.247.5253.199.93421.940,743.52.538.88
3517.235.7288.899.93226.220,809.42.896.34
2535.524.6313.4185.1485.06,388.31.693.45
1553.912.7326.1185.1422.41,718.21.761.76
3,272.7291,310.8
T1 =0.6001det.
GAYA GESER DASAR BARU
C =0.0900
Vt = CIK Wt=326.1Ton
DISTRIBUSI GAYA GESER
LantaiWihiWi hiFiQi
7465.22813,026.374.874.8
6517.22412,411.971.3146.1
5517.22010,343.259.4205.6
4517.2168,274.647.5253.1
3517.2126,205.935.7288.8
2535.584,284.124.6313.4
1553.942,215.412.7326.1
3,623.256,761.3
EVALUASI WAKTU GETAR
g =9810mm/det2
LantaiWiFiQiKiFi didi
7465.274.874.899.93983.680,376.50.7513.14
6517.271.3146.199.93883.979,458.81.4612.40
5517.259.4205.699.93649.661,816.12.0610.93
4517.247.5253.199.93421.940,743.52.538.88
3517.235.7288.899.93226.220,809.42.896.34
2535.524.6313.4185.1485.06,388.31.693.45
1553.912.7326.1185.1422.41,718.21.761.76
3,272.7291,310.8
T1 =0.6001det.
TINJAU BANGUNAN 6 LANTAI
Berat Bangunan
Lantai : Atap
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Lap. Kedap air :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Lisplank :0,08*1,5*2,4*(2*30+2*15)=25.92
Tembok :0,5*0,6*4*0,5*0,25*(2*15+2*30)=6.75
Kolom :0,6*0,4*6*2,4*28=48.384
W-DL=429.57TN
BEBAN HIDUP
Baban hidup :15*30*0,10*0,3=13.5
W-LL=13.5TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=465.2235TN
Lantai Tengah dengan Kolom 60/60
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :0,6*0,6*4*2,4*28=96.768
W-DL=458.784TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=517.1607TN
Lantai Tengah dengan Kolom 60/60 & 70/70
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :(0,6*0,6+0,7*0,7)*2*2,4*28=114.24
W-DL=476.256TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=535.5063TN
KEKAKUAN KOLOM
fc =25Mpa
Ec =23500Mpa
KOLOM 70/70
K(70/70)=66121.3N/mm
66.12kN/mm
6.61T/mm
K-TOT=185.14T/mm
KOLOM 60/60
K(60/60)=35690.6N/mm
35.69kN/mm
3.57T/mm
K-TOT=99.93T/mm
BERAT BANGUNAN TOTAL
LantaiWiKiWi/Ki
6465.299.934.65515.76
5517.299.935.17528.69
4517.299.935.17528.69
3517.299.935.17528.69
2517.299.935.17528.69
1535.5185.142.89228.07
3,069.42.8247906871
PERKIRAAN WAKTU GETAR (T0)
H =24m
T0 =0.6506det
GAYA GESER DASAR
C =0.09
Vt = CIK Wt=276.2Ton
DISTRIBUSI GAYA GESER
LantaiWihiWi hiFiQi
6465.22411,165.473.073.0
5517.22010,343.267.6140.6
4517.2168,274.654.1194.6
3517.2126,205.940.6235.2
2517.284,137.327.0262.2
1535.542,142.014.0276.2
3,069.442,268.4
EVALUASI WAKTU GETAR
g =9810mm/det2
LantaiWiFiQiKiFi didi
6465.273.073.099.93770.251,824.20.7310.55
5517.267.6140.699.93664.149,914.21.419.82
4517.254.1194.699.93455.236,644.21.958.42
3517.240.6235.299.93262.421,648.02.356.47
2517.227.0262.299.93111.38,762.62.624.12
1535.514.0276.2185.1420.91,192.21.491.49
2,284.1169,985.4
T1 =0.5487det.
GAYA GESER DASAR BARU
C =0.0900
Vt = CIK Wt=276.2Ton
DISTRIBUSI GAYA GESER
LantaiWihiWi hiFiQi
6465.22411,165.473.073.0
5517.22010,343.267.6140.6
4517.2168,274.654.1194.6
3517.2126,205.940.6235.2
2517.284,137.327.0262.2
1535.542,142.014.0276.2
3,069.442,268.4
EVALUASI WAKTU GETAR
g =9810mm/det2
LantaiWiFiQiKiFi didi
6465.273.073.099.93770.251,824.20.7310.55
5517.267.6140.699.93664.149,914.21.419.82
4517.254.1194.699.93455.236,644.21.958.42
3517.240.6235.299.93262.421,648.02.356.47
2517.227.0262.299.93111.38,762.62.624.12
1535.514.0276.2185.1420.91,192.21.491.49
2,284.1169,985.4
T1 =0.5487det.
TINJAU BANGUNAN 5 LANTAI
Berat Bangunan
Lantai : Atap
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Lap. Kedap air :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Lisplank :0,08*1,5*2,4*(2*30+2*15)=25.92
Tembok :0,5*0,6*4*0,5*0,25*(2*15+2*30)=6.75
Kolom :0,6*0,4*6*2,4*28=48.384
W-DL=429.57TN
BEBAN HIDUP
Baban hidup :15*30*0,10*0,3=13.5
W-LL=13.5TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=465.2235TN
Lantai Tengah dengan Kolom 60/60
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :0,6*0,6*4*2,4*28=96.768
W-DL=458.784TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=517.1607TN
KEKAKUAN KOLOM
fc =25Mpa
Ec =23500Mpa
KOLOM 70/70
K(70/70)=66121.3N/mm
66.12kN/mm
6.61T/mm
K-TOT=185.14T/mm
KOLOM 60/60
K(60/60)=35690.6N/mm
35.69kN/mm
3.57T/mm
K-TOT=99.93T/mm
BERAT BANGUNAN TOTAL
LantaiWiKiWi/Ki
5465.299.934.65515.76
4517.299.935.17528.69
3517.299.935.17528.69
2517.299.935.17528.69
1517.299.935.17528.69
2,533.92.5355460993
PERKIRAAN WAKTU GETAR (T0)
H =20m
T0 =0.5674det
GAYA GESER DASAR
C =0.09
Vt = CIK Wt=228.0Ton
DISTRIBUSI GAYA GESER
LantaiWihiWi hiFiQi
5465.2209,304.570.870.8
4517.2168,274.662.9133.7
3517.2126,205.947.2180.9
2517.284,137.331.5212.3
1517.242,068.615.7228.0
2,533.929,990.9
EVALUASI WAKTU GETAR
g =9810mm/det2
LantaiWiFiQiKiFi didi
5465.270.870.899.93584.531,755.80.718.26
4517.262.9133.799.93475.329,510.31.347.55
3517.247.2180.999.93293.319,984.81.816.22
2517.231.5212.399.93138.610,042.22.124.41
1517.215.7228.099.9335.92,693.12.282.28
1,527.793,986.2
T1 =0.4989det.
GAYA GESER DASAR BARU
C =0.0900
Vt = CIK Wt=228.0Ton
DISTRIBUSI GAYA GESER
LantaiWihiWi hiFiQi
5465.2209,304.570.870.8
4517.2168,274.662.9133.7
3517.2126,205.947.2180.9
2517.284,137.331.5212.3
1517.242,068.615.7228.0
2,533.929,990.9
EVALUASI WAKTU GETAR
g =9810mm/det2
LantaiWiFiQiKiFi didi
5465.270.870.899.93584.531,755.80.718.26
4517.262.9133.799.93475.329,510.31.347.55
3517.247.2180.999.93293.319,984.81.816.22
2517.231.5212.399.93138.610,042.22.124.41
1517.215.7228.099.9335.92,693.12.282.28
1,527.793,986.2
T1 =0.4989det.
TINJAU BANGUNAN 4 LANTAI
Berat Bangunan
Lantai : Atap
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Lap. Kedap air :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Lisplank :0,08*1,5*2,4*(2*30+2*15)=25.92
Tembok :0,5*0,6*4*0,5*0,25*(2*15+2*30)=6.75
Kolom :0,6*0,4*6*2,4*28=48.384
W-DL=429.57TN
BEBAN HIDUP
Baban hidup :15*30*0,10*0,3=13.5
W-LL=13.5TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=465.2235TN
Lantai Tengah dengan Kolom 60/60
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :0,6*0,6*4*2,4*28=96.768
W-DL=458.784TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=517.1607TN
KEKAKUAN KOLOM
fc =25Mpa
Ec =23500Mpa
KOLOM 60/60
K(60/60)=35690.6N/mm
35.69kN/mm
3.57T/mm
K-TOT=99.93T/mm
BERAT BANGUNAN TOTAL
LantaiWiKiWi/Ki
4465.299.934.65515.76
3517.299.935.17528.69
2517.299.935.17528.69
1517.299.935.17528.69
2,016.72.0180425532
PERKIRAAN WAKTU GETAR (T0)
H =16m
T0 =0.4800det
GAYA GESER DASAR
C =0.09
Vt = CIK Wt=181.5Ton
DISTRIBUSI GAYA GESER
LantaiWihiWi hiFiQi
4465.2167,443.668.068.0
3517.2126,205.956.7124.8
2517.284,137.337.8162.6
1517.242,068.618.9181.5
2,016.719,855.4
EVALUASI WAKTU GETAR
g =9810mm/det2
LantaiWiFiQiKiFi didi
4465.268.068.099.93365.613,429.10.685.37
3517.256.7124.899.93266.211,384.31.254.69
2517.237.8162.699.93130.26,131.41.633.44
1517.218.9181.599.9334.31,706.01.821.82
796.332,650.8
T1 =0.4073det.
GAYA GESER DASAR BARU
C =0.0900
Vt = CIK Wt=181.5Ton
DISTRIBUSI GAYA GESER
LantaiWihiWi hiFiQi
4465.2167,443.668.068.0
3517.2126,205.956.7124.8
2517.284,137.337.8162.6
1517.242,068.618.9181.5
2,016.719,855.4
EVALUASI WAKTU GETAR
g =9810mm/det2
LantaiWiFiQiKiFi didi
4465.268.068.099.93365.613,429.10.685.37
3517.256.7124.899.93266.211,384.31.254.69
2517.237.8162.699.93130.26,131.41.633.44
1517.218.9181.599.9334.31,706.01.821.82
796.332,650.8
T1 =0.4073det.
TINJAU BANGUNAN 3 LANTAI
Berat Bangunan
Lantai : Atap
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Lap. Kedap air :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Lisplank :0,08*1,5*2,4*(2*30+2*15)=25.92
Tembok :0,5*0,6*4*0,5*0,25*(2*15+2*30)=6.75
Kolom :0,6*0,4*6*2,4*28=48.384
W-DL=429.57TN
BEBAN HIDUP
Baban hidup :15*30*0,10*0,3=13.5
W-LL=13.5TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=465.2235TN
Lantai Tengah dengan Kolom 60/60
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :0,6*0,6*4*2,4*28=96.768
W-DL=458.784TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=517.1607TN
KEKAKUAN KOLOM
fc =25Mpa
Ec =23500Mpa
KOLOM 60/60
K(60/60)=35690.6N/mm
35.69kN/mm
3.57T/mm
K-TOT=99.93T/mm
BERAT BANGUNAN TOTAL
LantaiWiKiWi/Ki
3465.299.934.65515.76
2517.299.935.17528.69
1517.299.935.17528.69
1,499.51.5005390071
PERKIRAAN WAKTU GETAR (T0)
H =12m
T0 =0.3868det
GAYA GESER DASAR
C =0.09
Vt = CIK Wt=135.0Ton
DISTRIBUSI GAYA GESER
LantaiWihiWi hiFiQi
3465.2125,582.763.963.9
2517.284,137.347.4111.3
1517.242,068.623.7135.0
1,499.511,788.6
EVALUASI WAKTU GETAR
g =9810mm/det2
LantaiWiFiQiKiFi didi
3465.263.963.999.93198.44,481.00.643.10
2517.247.4111.399.93116.73,139.81.112.46
1517.223.7135.099.9332.0943.21.351.35
347.08,564.0
T1 =0.3160det.
GAYA GESER DASAR BARU
C =0.0900
Vt = CIK Wt=135.0Ton
DISTRIBUSI GAYA GESER
LantaiWihiWi hiFiQi
3465.2125,582.763.963.9
2517.284,137.347.4111.3
1517.242,068.623.7135.0
1,499.511,788.6
EVALUASI WAKTU GETAR
g =9810mm/det2
LantaiWiFiQiKiFi didi
3465.263.963.999.93198.44,481.00.643.10
2517.247.4111.399.93116.73,139.81.112.46
1517.223.7135.099.9332.0943.21.351.35
347.08,564.0
T1 =0.3160det.
TINJAU BANGUNAN 2 LANTAI
Berat Bangunan
Lantai : Atap
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Lap. Kedap air :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Lisplank :0,08*1,5*2,4*(2*30+2*15)=25.92
Tembok :0,5*0,6*4*0,5*0,25*(2*15+2*30)=6.75
Kolom :0,6*0,4*6*2,4*28=48.384
W-DL=429.57TN
BEBAN HIDUP
Baban hidup :15*30*0,10*0,3=13.5
W-LL=13.5TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=465.2235TN
Lantai Tengah dengan Kolom 60/60
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :0,6*0,6*4*2,4*28=96.768
W-DL=458.784TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=517.1607TN
KEKAKUAN KOLOM
fc =25Mpa
Ec =23500Mpa
KOLOM 60/60
K(60/60)=35690.6N/mm
35.69kN/mm
3.57T/mm
K-TOT=99.93T/mm
BERAT BANGUNAN TOTAL
LantaiWiKiWi/Ki
2465.299.934.65515.76
1517.299.935.17528.69
982.40.983035461
PERKIRAAN WAKTU GETAR (T0)
H =8m
T0 =0.2854det
GAYA GESER DASAR
C =0.09
Vt = CIK Wt=88.4Ton
DISTRIBUSI GAYA GESER
LantaiWihiWi hiFiQi
3465.283,721.856.856.8
2517.242,068.631.688.4
982.45,790.4
EVALUASI WAKTU GETAR
g =9810mm/det2
LantaiWiFiQiKiFi didi
2465.256.856.899.9382.6982.70.571.45
1517.231.688.499.9327.9404.80.880.88
110.51,387.5
T1 =0.2254det.
GAYA GESER DASAR BARU
C =0.0900
Vt = CIK Wt=88.4Ton
DISTRIBUSI GAYA GESER
LantaiWihiWi hiFiQi
2465.283,721.856.856.8
1517.242,068.631.688.4
982.45,790.4
EVALUASI WAKTU GETAR
g =9810mm/det2
LantaiWiFiQiKiFi didi
2465.256.856.899.9382.6982.70.571.45
1517.231.688.499.9327.9404.80.880.88
110.51,387.5
T1 =0.2254det.
SEQ83-HS
TINJAU BANGUNAN 10 LANTAI
Berat Bangunan
Lantai : Atap
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Lap. Kedap air :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Lisplank :0,08*1,5*2,4*(2*30+2*15)=25.92
Tembok :0,5*0,6*4*0,5*0,25*(2*15+2*30)=6.75
Kolom :0,6*0,6*2*2,4*28=48.384
W-DL=429.57TN
BEBAN HIDUP
Baban hidup :15*30*0,10*0,3=13.5
W-LL=13.5TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=465.2235TN
Lantai Tengah dengan Kolom 60/60
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :(0,6*0,6)*4*2,4*28=96.768
W-DL=458.784TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=517.1607TN
Lantai Tengah dengan Kolom 60/60 & 70/70
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :(0,6*0,6+0,7*0,7)*2*2,4*28=114.24
W-DL=476.256TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=535.5063TN
Lantai Tengah dengan Kolom 70/70
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :(0,7*0,7)*4*2,4*28=131.712
W-DL=493.728TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=553.8519TN
KEKAKUAN KOLOM
fc =25Mpa
Ec =23500Mpa
KOLOM 70/70
K(70/70)=66121.3N/mm
66.12kN/mm
6.61T/mm
K-TOT=185.14T/mm
KOLOM 60/60
K(60/60)=35690.6N/mm
35.69kN/mm
3.57T/mm
K-TOT=99.93T/mm
BERAT BANGUNAN TOTAL
LantaiWiKiWi/Ki
10465.299.934.65515.76
9517.299.935.17528.69
8517.299.935.17528.69
7517.299.935.17528.69
6517.299.935.17528.69
5535.5185.142.89228.07
4553.9185.142.99225.61
3553.9185.142.99225.61
2553.9185.142.99225.61
1553.9185.142.99225.61
5,284.84.0214052892
PERKIRAAN WAKTU GETAR (T0)
H =40m
T0 =0.9543det
GAYA GESER DASAR
C =0.07
Vt = CIK Wt=369.9Ton
DISTRIBUSI GAYA GESER
LantaiWihiWi hiFiQi
10465.24018,608.960.660.6
9517.23618,617.860.7121.3
8517.23216,549.153.9175.2
7517.22814,480.547.2222.4
6517.22412,411.940.4262.8
5535.52010,710.134.9297.7
4553.9168,861.628.9326.6
3553.9126,646.221.7348.3
2553.984,430.814.4362.7
1553.942,215.47.2369.9
5,284.8113,532.4
EVALUASI WAKTU GETAR
g =9810mm/det2
LantaiWiFiQiKiFi didi
10465.260.660.699.931,069.6144,773.60.6117.64
9517.260.7121.399.931,033.3150,055.51.2117.03
8517.253.9175.299.93853.1129,432.11.7515.82
7517.247.2222.499.93663.7102,331.12.2314.07
6517.240.4262.899.93478.972,512.22.6311.84
5535.534.9297.7185.14321.445,432.51.619.21
4553.928.9326.6185.14219.532,012.81.767.60
3553.921.7348.3185.14126.418,879.51.885.84
2553.914.4362.7185.1457.18,673.41.963.96
1553.97.2369.9185.1414.42,211.32.002.00
4,837.6706,314
T1 =0.7686det.
GAYA GESER DASAR BARU
C =0.0700
Vt = CIK Wt=369.9Ton
DISTRIBUSI GAYA GESER
LantaiWihiWi hiFiQi
10465.24018,608.960.660.6
9517.23618,617.860.7121.3
8517.23216,549.153.9175.2
7517.22814,480.547.2222.4
6517.22412,411.940.4262.8
5535.52010,710.134.9297.7
4553.9168,861.628.9326.6
3553.9126,646.221.7348.3
2553.984,430.814.4362.7
1553.942,215.47.2369.9
5,284.8113,532.4
EVALUASI WAKTU GETAR
g =9810mm/det2
LantaiWiFiQiKiFi didi
10465.260.660.699.931,069.6144,773.60.606756590417.6406208559
9517.260.7121.399.931,033.3150,055.51.213801584217.0338642656
8517.253.9175.299.93853.1129,432.11.753397134315.8200626813
7517.247.2222.499.93663.7102,331.12.225543240714.066665547
6517.240.4262.899.93478.972,512.22.630239903311.8411223063
5535.534.9297.7185.14321.445,432.51.60823318719.210882403
4553.928.9326.6185.14219.532,012.81.76419538287.6026492159
3553.921.7348.3185.14126.418,879.51.88116702955.8384538331
2553.914.4362.7185.1457.18,673.41.95914812733.9572868036
1553.97.2369.9185.1414.42,211.31.99813867631.9981386763
4,837.6706,314
T1 =0.7686det.
TINJAU BANGUNAN 9 LANTAI
Berat Bangunan
Lantai : Atap
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Lap. Kedap air :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Lisplank :0,08*1,5*2,4*(2*30+2*15)=25.92
Tembok :0,5*0,6*4*0,5*0,25*(2*15+2*30)=6.75
Kolom :0,6*0,4*6*2,4*28=48.384
W-DL=429.57TN
BEBAN HIDUP
Baban hidup :15*30*0,10*0,3=13.5
W-LL=13.5TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=465.2235TN
Lantai Tengah dengan Kolom 60/60
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :0,6*0,6*4*2,4*28=96.768
W-DL=458.784TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=517.1607TN
Lantai Tengah dengan Kolom 60/60 & 70/70
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :(0,6*0,6+0,7*0,7)*2*2,4*28=114.24
W-DL=476.256TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=535.5063TN
Lantai Tengah dengan Kolom 70/70
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :(0,7*0,7)*4*2,4*28=131.712
W-DL=493.728TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=553.8519TN
KEKAKUAN KOLOM
fc =25Mpa
Ec =23500Mpa
KOLOM 70/70
K(70/70)=66121.3N/mm
66.12kN/mm
6.61T/mm
K-TOT=185.14T/mm
KOLOM 60/60
K(60/60)=35690.6N/mm
35.69kN/mm
3.57T/mm
K-TOT=99.93T/mm
BERAT BANGUNAN TOTAL
LantaiWiKiWi/Ki
9465.299.934.65515.76
8517.299.935.17528.69
7517.299.935.17528.69
6517.299.935.17528.69
5517.299.935.17528.69
4535.5185.142.89228.07
3553.9185.142.99225.61
2553.9185.142.99225.61
1553.9185.142.99225.61
4,730.93.7222516386
PERKIRAAN WAKTU GETAR (T0)
H =36m
T0 =0.8818det
GAYA GESER DASAR
C =0.07
Vt = CIK Wt=331.2Ton
DISTRIBUSI GAYA GESER
LantaiWihiWi hiFiQi
9465.23616,748.060.060.0
8517.23216,549.159.3119.3
7517.22814,480.551.9171.2
6517.22412,411.944.5215.7
5517.22010,343.237.1252.8
4535.5168,568.130.7283.5
3553.9126,646.223.8307.3
2553.984,430.815.9323.2
1553.942,215.47.9331.2
4,730.992,393.3
EVALUASI WAKTU GETAR
g =9810mm/det2
LantaiWiFiQiKiFi didi
9465.260.060.099.93895.8103,606.00.600697553514.9231910353
8517.259.3119.399.93849.6106,087.11.194261086314.3224934818
7517.251.9171.299.93681.489,132.91.713629177513.1282323955
6517.244.5215.799.93507.867,382.52.158801827111.414603218
5517.237.1252.899.93343.144,305.12.52977903519.2558013909
4535.530.7283.5185.14206.624,226.01.53138984426.7260223558
3553.923.8307.3185.14123.714,945.31.66006048265.1946325116
2553.915.9323.2185.1456.16,919.41.74584090813.534572029
1553.97.9331.2185.1414.21,772.11.78873112091.7887311209
3,678.4458,376.4
T1 =0.7100det.
GAYA GESER DASAR BARU
C =0.0700
Vt = CIK Wt=331.2Ton
DISTRIBUSI GAYA GESER
LantaiWihiWi hiFiQi
9465.23616,748.060.060.0
8517.23216,549.159.3119.3
7517.22814,480.551.9171.2
6517.22412,411.944.5215.7
5517.22010,343.237.1252.8
4535.5168,568.130.7283.5
3553.9126,646.223.8307.3
2553.984,430.815.9323.2
1553.942,215.47.9331.2
4,730.992,393.3
EVALUASI WAKTU GETAR
g =9810mm/det2
LantaiWiFiQiKiFi didi
9465.260.060.099.93895.8103,606.00.600697553514.9231910353
8517.259.3119.399.93849.6106,087.11.194261086314.3224934818
7517.251.9171.299.93681.489,132.91.713629177513.1282323955
6517.244.5215.799.93507.867,382.52.158801827111.414603218
5517.237.1252.899.93343.144,305.12.52977903519.2558013909
4535.530.7283.5185.14206.624,226.01.53138984426.7260223558
3553.923.8307.3185.14123.714,945.31.66006048265.1946325116
2553.915.9323.2185.1456.16,919.41.74584090813.534572029
1553.97.9331.2185.1414.21,772.11.78873112091.7887311209
3,678.4458,376.4
T1 =0.7100det.
TINJAU BANGUNAN 8 LANTAI
Berat Bangunan
Lantai : Atap
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Lap. Kedap air :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Lisplank :0,08*1,5*2,4*(2*30+2*15)=25.92
Tembok :0,5*0,6*4*0,5*0,25*(2*15+2*30)=6.75
Kolom :0,6*0,4*6*2,4*28=48.384
W-DL=429.57TN
BEBAN HIDUP
Baban hidup :15*30*0,10*0,3=13.5
W-LL=13.5TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=465.2235TN
Lantai Tengah dengan Kolom 60/60
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :0,6*0,6*4*2,4*28=96.768
W-DL=458.784TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=517.1607TN
Lantai Tengah dengan Kolom 60/60 & 70/70
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :(0,6*0,6+0,7*0,7)*2*2,4*28=114.24
W-DL=476.256TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=535.5063TN
Lantai Tengah dengan Kolom 70/70
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :(0,7*0,7)*4*2,4*28=131.712
W-DL=493.728TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=553.8519TN
KEKAKUAN KOLOM
fc =25Mpa
Ec =23500Mpa
KOLOM 70/70
K(70/70)=66121.3N/mm
66.12kN/mm
6.61T/mm
K-TOT=185.14T/mm
KOLOM 60/60
K(60/60)=35690.6N/mm
35.69kN/mm
3.57T/mm
K-TOT=99.93T/mm
BERAT BANGUNAN TOTAL
LantaiWiKiWi/Ki
8465.299.934.65515.76
7517.299.935.17528.69
6517.299.935.17528.69
5517.299.935.17528.69
4517.299.935.17528.69
3535.5185.142.89228.07
2553.9185.142.99225.61
1553.9185.142.99225.61
4,177.13.4230979881
PERKIRAAN WAKTU GETAR (T0)
H =32m
T0 =0.8073det
GAYA GESER DASAR
C =0.07
Vt = CIK Wt=292.4Ton
DISTRIBUSI GAYA GESER
LantaiWihiWi hiFiQi
8465.23214,887.259.259.2
7517.22814,480.557.6116.9
6517.22412,411.949.4166.3
5517.22010,343.241.2207.4
4517.2168,274.632.9240.4
3535.5126,426.125.6265.9
2553.984,430.817.6283.6
1553.942,215.48.8292.4
4,177.173,469.6
EVALUASI WAKTU GETAR
g =9810mm/det2
LantaiWiFiQiKiFi didi
8465.259.259.299.93737.972,166.50.5912.45
7517.257.6116.999.93683.672,767.41.1711.86
6517.249.4166.399.93528.259,125.51.6610.69
5517.241.2207.499.93371.742,156.12.089.03
4517.232.9240.499.93229.025,000.12.416.95
3535.525.6265.9185.14116.311,074.01.444.55
2553.917.6283.6185.1454.95,360.41.533.11
1553.98.8292.4185.1413.91,381.51.581.58
2,735.4289,031.5
T1 =0.6538det.
GAYA GESER DASAR BARU
C =0.0700
Vt = CIK Wt=292.4Ton
DISTRIBUSI GAYA GESER
LantaiWihiWi hiFiQi
8465.23214,887.259.259.2
7517.22814,480.557.6116.9
6517.22412,411.949.4166.3
5517.22010,343.241.2207.4
4517.2168,274.632.9240.4
3535.5126,426.125.6265.9
2553.984,430.817.6283.6
1553.942,215.48.8292.4
4,177.173,469.6
EVALUASI WAKTU GETAR
g =9810mm/det2
LantaiWiFiQiKiFi didi
8465.259.259.299.93737.972,166.50.5912.45
7517.257.6116.999.93683.672,767.41.1711.86
6517.249.4166.399.93528.259,125.51.6610.69
5517.241.2207.499.93371.742,156.12.089.03
4517.232.9240.499.93229.025,000.12.416.95
3535.525.6265.9185.14116.311,074.01.444.55
2553.917.6283.6185.1454.95,360.41.533.11
1553.98.8292.4185.1413.91,381.51.581.58
2,735.4289,031.5
T1 =0.6538det.
TINJAU BANGUNAN 7 LANTAI
Berat Bangunan
Lantai : Atap
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Lap. Kedap air :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Lisplank :0,08*1,5*2,4*(2*30+2*15)=25.92
Tembok :0,5*0,6*4*0,5*0,25*(2*15+2*30)=6.75
Kolom :0,6*0,4*6*2,4*28=48.384
W-DL=429.57TN
BEBAN HIDUP
Baban hidup :15*30*0,10*0,3=13.5
W-LL=13.5TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=465.2235TN
Lantai Tengah dengan Kolom 60/60
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :0,6*0,6*4*2,4*28=96.768
W-DL=458.784TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=517.1607TN
Lantai Tengah dengan Kolom 60/60 & 70/70
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :(0,6*0,6+0,7*0,7)*2*2,4*28=114.24
W-DL=476.256TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=535.5063TN
Lantai Tengah dengan Kolom 70/70
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :(0,7*0,7)*4*2,4*28=131.712
W-DL=493.728TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=553.8519TN
KEKAKUAN KOLOM
fc =25Mpa
Ec =23500Mpa
KOLOM 70/70
K(70/70)=66121.3N/mm
66.12kN/mm
6.61T/mm
K-TOT=185.14T/mm
KOLOM 60/60
K(60/60)=35690.6N/mm
35.69kN/mm
3.57T/mm
K-TOT=99.93T/mm
BERAT BANGUNAN TOTAL
LantaiWiKiWi/Ki
7465.299.934.65515.76
6517.299.935.17528.69
5517.299.935.17528.69
4517.299.935.17528.69
3517.299.935.17528.69
2535.5185.142.89228.07
1553.9185.142.99225.61
3,623.23.1239443376
PERKIRAAN WAKTU GETAR (T0)
H =28m
T0 =0.7303det
GAYA GESER DASAR
C =0.07
Vt = CIK Wt=253.6Ton
DISTRIBUSI GAYA GESER
LantaiWihiWi hiFiQi
7465.22813,026.358.258.2
6517.22412,411.955.5113.7
5517.22010,343.246.2159.9
4517.2168,274.637.0196.9
3517.2126,205.927.7224.6
2535.584,284.119.1243.7
1553.942,215.49.9253.6
3,623.256,761.3
EVALUASI WAKTU GETAR
g =9810mm/det2
LantaiWiFiQiKiFi didi
7465.258.258.299.93595.048,622.80.5810.22
6517.255.5113.799.93534.748,067.71.149.64
5517.246.2159.999.93393.037,394.91.608.50
4517.237.0196.999.93255.224,647.31.976.90
3517.227.7224.699.93136.812,588.42.254.93
2535.519.1243.7185.1451.43,864.51.322.69
1553.99.9253.6185.1413.61,039.41.371.37
1,979.8176,225.0
T1 =0.6001det.
GAYA GESER DASAR BARU
C =0.0700
Vt = CIK Wt=253.6Ton
DISTRIBUSI GAYA GESER
LantaiWihiWi hiFiQi
7465.22813,026.358.258.2
6517.22412,411.955.5113.7
5517.22010,343.246.2159.9
4517.2168,274.637.0196.9
3517.2126,205.927.7224.6
2535.584,284.119.1243.7
1553.942,215.49.9253.6
3,623.256,761.3
EVALUASI WAKTU GETAR
g =9810mm/det2
LantaiWiFiQiKiFi didi
7465.258.258.299.93595.048,622.80.5810.22
6517.255.5113.799.93534.748,067.71.149.64
5517.246.2159.999.93393.037,394.91.608.50
4517.237.0196.999.93255.224,647.31.976.90
3517.227.7224.699.93136.812,588.42.254.93
2535.519.1243.7185.1451.43,864.51.322.69
1553.99.9253.6185.1413.61,039.41.371.37
1,979.8176,225.0
T1 =0.6001det.
TINJAU BANGUNAN 6 LANTAI
Berat Bangunan
Lantai : Atap
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Lap. Kedap air :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Lisplank :0,08*1,5*2,4*(2*30+2*15)=25.92
Tembok :0,5*0,6*4*0,5*0,25*(2*15+2*30)=6.75
Kolom :0,6*0,4*6*2,4*28=48.384
W-DL=429.57TN
BEBAN HIDUP
Baban hidup :15*30*0,10*0,3=13.5
W-LL=13.5TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=465.2235TN
Lantai Tengah dengan Kolom 60/60
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :0,6*0,6*4*2,4*28=96.768
W-DL=458.784TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=517.1607TN
Lantai Tengah dengan Kolom 60/60 & 70/70
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :(0,6*0,6+0,7*0,7)*2*2,4*28=114.24
W-DL=476.256TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=535.5063TN
KEKAKUAN KOLOM
fc =25Mpa
Ec =23500Mpa
KOLOM 70/70
K(70/70)=66121.3N/mm
66.12kN/mm
6.61T/mm
K-TOT=185.14T/mm
KOLOM 60/60
K(60/60)=35690.6N/mm
35.69kN/mm
3.57T/mm
K-TOT=99.93T/mm
BERAT BANGUNAN TOTAL
LantaiWiKiWi/Ki
6465.299.934.65515.76
5517.299.935.17528.69
4517.299.935.17528.69
3517.299.935.17528.69
2517.299.935.17528.69
1535.5185.142.89228.07
3,069.42.8247906871
PERKIRAAN WAKTU GETAR (T0)
H =24m
T0 =0.6506det
GAYA GESER DASAR
C =0.07
Vt = CIK Wt=214.9Ton
DISTRIBUSI GAYA GESER
LantaiWihiWi hiFiQi
6465.22411,165.456.856.8
5517.22010,343.252.6109.3
4517.2168,274.642.1151.4
3517.2126,205.931.5182.9
2517.284,137.321.0204.0
1535.542,142.010.9214.9
3,069.442,268.4
EVALUASI WAKTU GETAR
g =9810mm/det2
LantaiWiFiQiKiFi didi
6465.256.856.899.93465.931,350.40.578.21
5517.252.6109.399.93401.730,195.01.097.64
4517.242.1151.499.93275.422,167.51.516.55
3517.231.5182.999.93158.713,095.71.835.03
2517.221.0204.099.9367.35,300.82.043.20
1535.510.9214.9185.1412.6721.21.161.16
1,381.7102,830.7
T1 =0.5487det.
GAYA GESER DASAR BARU
C =0.0700
Vt = CIK Wt=214.9Ton
DISTRIBUSI GAYA GESER
LantaiWihiWi hiFiQi
6465.22411,165.456.856.8
5517.22010,343.252.6109.3
4517.2168,274.642.1151.4
3517.2126,205.931.5182.9
2517.284,137.321.0204.0
1535.542,142.010.9214.9
3,069.442,268.4
EVALUASI WAKTU GETAR
g =9810mm/det2
LantaiWiFiQiKiFi didi
6465.256.856.899.93465.931,350.40.578.21
5517.252.6109.399.93401.730,195.01.097.64
4517.242.1151.499.93275.422,167.51.516.55
3517.231.5182.999.93158.713,095.71.835.03
2517.221.0204.099.9367.35,300.82.043.20
1535.510.9214.9185.1412.6721.21.161.16
1,381.7102,830.7
T1 =0.5487det.
TINJAU BANGUNAN 5 LANTAI
Berat Bangunan
Lantai : Atap
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Lap. Kedap air :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Lisplank :0,08*1,5*2,4*(2*30+2*15)=25.92
Tembok :0,5*0,6*4*0,5*0,25*(2*15+2*30)=6.75
Kolom :0,6*0,4*6*2,4*28=48.384
W-DL=429.57TN
BEBAN HIDUP
Baban hidup :15*30*0,10*0,3=13.5
W-LL=13.5TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=465.2235TN
Lantai Tengah dengan Kolom 60/60
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :0,6*0,6*4*2,4*28=96.768
W-DL=458.784TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=517.1607TN
KEKAKUAN KOLOM
fc =25Mpa
Ec =23500Mpa
KOLOM 70/70
K(70/70)=66121.3N/mm
66.12kN/mm
6.61T/mm
K-TOT=185.14T/mm
KOLOM 60/60
K(60/60)=35690.6N/mm
35.69kN/mm
3.57T/mm
K-TOT=99.93T/mm
BERAT BANGUNAN TOTAL
LantaiWiKiWi/Ki
5465.299.934.65515.76
4517.299.935.17528.69
3517.299.935.17528.69
2517.299.935.17528.69
1517.299.935.17528.69
2,533.92.5355460993
PERKIRAAN WAKTU GETAR (T0)
H =20m
T0 =0.5674det
GAYA GESER DASAR
C =0.07
Vt = CIK Wt=177.4Ton
DISTRIBUSI GAYA GESER
LantaiWihiWi hiFiQi
5465.2209,304.555.055.0
4517.2168,274.648.9104.0
3517.2126,205.936.7140.7
2517.284,137.324.5165.1
1517.242,068.612.2177.4
2,533.929,990.9
EVALUASI WAKTU GETAR
g =9810mm/det2
LantaiWiFiQiKiFi didi
5465.255.055.099.93353.619,210.30.556.43
4517.248.9104.099.93287.517,851.91.045.88
3517.236.7140.799.93177.512,089.51.414.83
2517.224.5165.199.9383.96,074.91.653.43
1517.212.2177.499.9321.71,629.21.771.77
924.256,855.8
T1 =0.4989det.
GAYA GESER DASAR BARU
C =0.0700
Vt = CIK Wt=177.4Ton
DISTRIBUSI GAYA GESER
LantaiWihiWi hiFiQi
5465.2209,304.555.055.0
4517.2168,274.648.9104.0
3517.2126,205.936.7140.7
2517.284,137.324.5165.1
1517.242,068.612.2177.4
2,533.929,990.9
EVALUASI WAKTU GETAR
g =9810mm/det2
LantaiWiFiQiKiFi didi
5465.255.055.099.93353.619,210.30.556.43
4517.248.9104.099.93287.517,851.91.045.88
3517.236.7140.799.93177.512,089.51.414.83
2517.224.5165.199.9383.96,074.91.653.43
1517.212.2177.499.9321.71,629.21.771.77
924.256,855.8
T1 =0.4989det.
TINJAU BANGUNAN 4 LANTAI
Berat Bangunan
Lantai : Atap
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Lap. Kedap air :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Lisplank :0,08*1,5*2,4*(2*30+2*15)=25.92
Tembok :0,5*0,6*4*0,5*0,25*(2*15+2*30)=6.75
Kolom :0,6*0,4*6*2,4*28=48.384
W-DL=429.57TN
BEBAN HIDUP
Baban hidup :15*30*0,10*0,3=13.5
W-LL=13.5TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=465.2235TN
Lantai Tengah dengan Kolom 60/60
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :0,6*0,6*4*2,4*28=96.768
W-DL=458.784TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=517.1607TN
KEKAKUAN KOLOM
fc =25Mpa
Ec =23500Mpa
KOLOM 60/60
K(60/60)=35690.6N/mm
35.69kN/mm
3.57T/mm
K-TOT=99.93T/mm
BERAT BANGUNAN TOTAL
LantaiWiKiWi/Ki
4465.299.934.65515.76
3517.299.935.17528.69
2517.299.935.17528.69
1517.299.935.17528.69
2,016.72.0180425532
PERKIRAAN WAKTU GETAR (T0)
H =16m
T0 =0.4800det
GAYA GESER DASAR
C =0.07
Vt = CIK Wt=141.2Ton
DISTRIBUSI GAYA GESER
LantaiWihiWi hiFiQi
4465.2167,443.652.952.9
3517.2126,205.944.197.0
2517.284,137.329.4126.5
1517.242,068.614.7141.2
2,016.719,855.4
EVALUASI WAKTU GETAR
g =9810mm/det2
LantaiWiFiQiKiFi didi
4465.252.952.999.93221.28,123.80.534.18
3517.244.197.099.93161.06,886.80.973.65
2517.229.4126.599.9378.83,709.11.272.68
1517.214.7141.299.9320.81,032.01.411.41
481.719,751.7
T1 =0.4073det.
GAYA GESER DASAR BARU
C =0.0700
Vt = CIK Wt=141.2Ton
DISTRIBUSI GAYA GESER
LantaiWihiWi hiFiQi
4465.2167,443.652.952.9
3517.2126,205.944.197.0
2517.284,137.329.4126.5
1517.242,068.614.7141.2
2,016.719,855.4
EVALUASI WAKTU GETAR
g =9810mm/det2
LantaiWiFiQiKiFi didi
4465.252.952.999.93221.28,123.80.534.18
3517.244.197.099.93161.06,886.80.973.65
2517.229.4126.599.9378.83,709.11.272.68
1517.214.7141.299.9320.81,032.01.411.41
481.719,751.7
T1 =0.4073det.
TINJAU BANGUNAN 3 LANTAI
Berat Bangunan
Lantai : Atap
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Lap. Kedap air :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Lisplank :0,08*1,5*2,4*(2*30+2*15)=25.92
Tembok :0,5*0,6*4*0,5*0,25*(2*15+2*30)=6.75
Kolom :0,6*0,4*6*2,4*28=48.384
W-DL=429.57TN
BEBAN HIDUP
Baban hidup :15*30*0,10*0,3=13.5
W-LL=13.5TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=465.2235TN
Lantai Tengah dengan Kolom 60/60
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :0,6*0,6*4*2,4*28=96.768
W-DL=458.784TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=517.1607TN
KEKAKUAN KOLOM
fc =25Mpa
Ec =23500Mpa
KOLOM 60/60
K(60/60)=35690.6N/mm
35.69kN/mm
3.57T/mm
K-TOT=99.93T/mm
BERAT BANGUNAN TOTAL
LantaiWiKiWi/Ki
3465.299.934.65515.76
2517.299.935.17528.69
1517.299.935.17528.69
1,499.51.5005390071
PERKIRAAN WAKTU GETAR (T0)
H =12m
T0 =0.3868det
GAYA GESER DASAR
C =0.07
Vt = CIK Wt=105.0Ton
DISTRIBUSI GAYA GESER
LantaiWihiWi hiFiQi
3465.2125,582.749.749.7
2517.284,137.336.886.5
1517.242,068.618.4105.0
1,499.511,788.6
EVALUASI WAKTU GETAR
g =9810mm/det2
LantaiWiFiQiKiFi didi
3465.249.749.799.93120.02,710.70.502.41
2517.236.886.599.9370.61,899.40.871.92
1517.218.4105.099.9319.3570.61.051.05
209.95,180.7
T1 =0.3160det.
GAYA GESER DASAR BARU
C =0.0700
Vt = CIK Wt=105.0Ton
DISTRIBUSI GAYA GESER
LantaiWihiWi hiFiQi
3465.2125,582.749.749.7
2517.284,137.336.886.5
1517.242,068.618.4105.0
1,499.511,788.6
EVALUASI WAKTU GETAR
g =9810mm/det2
LantaiWiFiQiKiFi didi
3465.249.749.799.93120.02,710.70.502.41
2517.236.886.599.9370.61,899.40.871.92
1517.218.4105.099.9319.3570.61.051.05
209.95,180.7
T1 =0.3160det.
TINJAU BANGUNAN 2 LANTAI
Berat Bangunan
Lantai : Atap
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Lap. Kedap air :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Lisplank :0,08*1,5*2,4*(2*30+2*15)=25.92
Tembok :0,5*0,6*4*0,5*0,25*(2*15+2*30)=6.75
Kolom :0,6*0,4*6*2,4*28=48.384
W-DL=429.57TN
BEBAN HIDUP
Baban hidup :15*30*0,10*0,3=13.5
W-LL=13.5TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=465.2235TN
Lantai Tengah dengan Kolom 60/60
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :0,6*0,6*4*2,4*28=96.768
W-DL=458.784TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=517.1607TN
KEKAKUAN KOLOM
fc =25Mpa
Ec =23500Mpa
KOLOM 60/60
K(60/60)=35690.6N/mm
35.69kN/mm
3.57T/mm
K-TOT=99.93T/mm
BERAT BANGUNAN TOTAL
LantaiWiKiWi/Ki
2465.299.934.65515.76
1517.299.935.17528.69
982.40.983035461
PERKIRAAN WAKTU GETAR (T0)
H =8m
T0 =0.2854det
GAYA GESER DASAR
C =0.07
Vt = CIK Wt=68.8Ton
DISTRIBUSI GAYA GESER
LantaiWihiWi hiFiQi
3465.283,721.844.244.2
2517.242,068.624.668.8
982.45,790.4
EVALUASI WAKTU GETAR
g =9810mm/det2
LantaiWiFiQiKiFi didi
2465.244.244.299.9350.0594.50.441.13
1517.224.668.899.9316.9244.90.690.69
66.9839.4
T1 =0.2254det.
GAYA GESER DASAR BARU
C =0.0700
Vt = CIK Wt=68.8Ton
DISTRIBUSI GAYA GESER
LantaiWihiWi hiFiQi
2465.283,721.844.244.2
1517.242,068.624.668.8
982.45,790.4
EVALUASI WAKTU GETAR
g =9810mm/det2
LantaiWiFiQiKiFi didi
2465.244.244.299.9350.0594.50.441.13
1517.224.668.899.9316.9244.90.690.69
66.9839.4
T1 =0.2254det.
SEQ01-SS
TINJAU BANGUNAN 10 LANTAI
Berat Bangunan
Lantai : Atap
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Lap. Kedap air :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Lisplank :0,08*1,5*2,4*(2*30+2*15)=25.92
Tembok :0,5*0,6*4*0,5*0,25*(2*15+2*30)=6.75
Kolom :0,6*0,6*2*2,4*28=48.384
W-DL=429.57TN
BEBAN HIDUP
Baban hidup :15*30*0,10*0,3=13.5
W-LL=13.5TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=465.2235TN
Lantai Tengah dengan Kolom 60/60
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :(0,6*0,6)*4*2,4*28=96.768
W-DL=458.784TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Lantai:
wU-Atap =1,05*(W-DL + W-LL)=517.1607TN
Lantai Tengah dengan Kolom 60/60 & 70/70
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :(0,6*0,6+0,7*0,7)*2*2,4*28=114.24
W-DL=476.256TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Lantai:
wU-Atap =1,05*(W-DL + W-LL)=535.5063TN
Lantai Tengah dengan Kolom 70/70
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :(0,7*0,7)*4*2,4*28=131.712
W-DL=493.728TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Lantai:
wU-Atap =1,05*(W-DL + W-LL)=553.8519TN
KEKAKUAN KOLOM
fc =25Mpa
Ec =23500Mpa
KOLOM 70/70
K(70/70)=66121.3N/mm
66.12kN/mm
6.61T/mm
K-TOT=185.14T/mm
KOLOM 60/60
K(60/60)=35690.6N/mm
35.69kN/mm
3.57T/mm
K-TOT=99.93T/mm
BERAT BANGUNAN TOTAL
LantaiWiKiWi/Ki
10465.299.934.65515.76
9517.299.935.17528.69
8517.299.935.17528.69
7517.299.935.17528.69
6517.299.935.17528.69
5535.5185.142.89228.07
4553.9185.142.99225.61
3553.9185.142.99225.61
2553.9185.142.99225.61
1553.9185.142.99225.61
5,284.84.0214052892
PERKIRAAN WAKTU GETAR (T0)
R =6.4
N =10Tingkat
T0 =1.6000det
GAYA GESER DASAR
C =0.5625
Cd =0.087890625
Vt = CIK Wt=464.5Ton
DISTRIBUSI GAYA GESER
LantaiWihiWi hiFiQi
10465.24018,608.976.176.1
9517.23618,617.876.2152.3
8517.23216,549.167.7220.0
7517.22814,480.559.2279.2
6517.22412,411.950.8330.0
5535.52010,710.143.8373.8
4553.9168,861.636.3410.1
3553.9126,646.227.2437.3
2553.984,430.818.1455.4
1553.942,215.49.1464.5
5,284.8113,532.4
EVALUASI WAKTU GETAR
g =9810mm/det2
LantaiWiFiQiKiFi didi
10465.276.176.199.931,686.3228,233.00.7622.15
9517.276.2152.399.931,629.1236,559.81.5221.39
8517.267.7220.099.931,344.9204,047.32.2019.86
7517.259.2279.299.931,046.3161,323.22.7917.66
6517.250.8330.099.93755.0114,314.23.3014.87
5535.543.8373.8185.14506.771,623.62.0211.57
4553.936.3410.1185.14346.150,467.62.229.55
3553.927.2437.3185.14199.329,763.12.367.33
2553.918.1455.4185.1490.113,673.42.464.97
1553.99.1464.5185.1422.73,486.12.512.51
7,626.41,113,491
T1 =0.7686det.
GAYA GESER DASAR BARU
C =0.9000
Cd =0.140625
Vt = CIK Wt=743.2Ton
DISTRIBUSI GAYA GESER
LantaiWihiWi hiFiQi
10465.24018,608.9121.8121.8
9517.23618,617.8121.9243.7
8517.23216,549.1108.3352.0
7517.22814,480.594.8446.8
6517.22412,411.981.2528.0
5535.52010,710.170.1598.2
4553.9168,861.658.0656.2
3553.9126,646.243.5699.7
2553.984,430.829.0728.7
1553.942,215.414.5743.2
5,284.8113,532.4
EVALUASI WAKTU GETAR
g =9810mm/det2
LantaiWiFiQiKiFi didi
10465.2121.8121.899.934,316.9584,276.41.218930650335.438747255310121.8
9517.2121.9243.799.934,170.4605,593.02.438440682634.2198166059243.7
8517.2108.3352.099.933,442.8522,361.23.522449600331.78137592238352.0
7517.294.8446.899.932,678.6412,987.44.470957403228.25892632217446.8
6517.281.2528.099.931,932.7292,644.45.283964091423.78796891896528.0
5535.570.1598.2185.141,297.3183,356.43.230825599118.50400482755598.2
4553.958.0656.2185.14886.0129,197.03.5441425115.27317922844656.2
3553.943.5699.7185.14510.376,193.63.779130193211.72903671833699.7
2553.929.0728.7185.14230.635,004.03.93578864877.94990652512728.7
1553.914.5743.2185.1458.28,924.34.01411787644.01411787641743.2
19,523.72,850,538
T1 =0.7686det
T2 =0.7686det.
Er =0%OK
TINJAU BANGUNAN 9 LANTAI
Berat Bangunan
Lantai : Atap
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Lap. Kedap air :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Lisplank :0,08*1,5*2,4*(2*30+2*15)=25.92
Tembok :0,5*0,6*4*0,5*0,25*(2*15+2*30)=6.75
Kolom :0,6*0,4*6*2,4*28=48.384
W-DL=429.57TN
BEBAN HIDUP
Baban hidup :15*30*0,10*0,3=13.5
W-LL=13.5TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=465.2235TN
Lantai Tengah dengan Kolom 60/60
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :0,6*0,6*4*2,4*28=96.768
W-DL=458.784TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=517.1607TN
Lantai Tengah dengan Kolom 60/60 & 70/70
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :(0,6*0,6+0,7*0,7)*2*2,4*28=114.24
W-DL=476.256TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=535.5063TN
Lantai Tengah dengan Kolom 70/70
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :(0,7*0,7)*4*2,4*28=131.712
W-DL=493.728TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=553.8519TN
KEKAKUAN KOLOM
fc =25Mpa
Ec =23500Mpa
KOLOM 70/70
K(70/70)=66121.3N/mm
66.12kN/mm
6.61T/mm
K-TOT=185.14T/mm
KOLOM 60/60
K(60/60)=35690.6N/mm
35.69kN/mm
3.57T/mm
K-TOT=99.93T/mm
BERAT BANGUNAN TOTAL
LantaiWiKiWi/Ki
9465.299.934.65515.76
8517.299.935.17528.69
7517.299.935.17528.69
6517.299.935.17528.69
5517.299.935.17528.69
4535.5185.142.89228.07
3553.9185.142.99225.61
2553.9185.142.99225.61
1553.9185.142.99225.61
4,730.94.1358351541
PERKIRAAN WAKTU GETAR (T0)
R =6.4
N =9Lantai
0.16
T0 =1.4400det
GAYA GESER DASAR
C =0.625
Cd =0.09765625
Vt = CIK Wt=462.0Ton
DISTRIBUSI GAYA GESER
LantaiWihiWi hiFiQi
9465.23616,748.083.783.7
8517.23216,549.182.8166.5
7517.22814,480.572.4238.9
6517.22412,411.962.1301.0
5517.22010,343.251.7352.7
4535.5168,568.142.8395.5
3553.9126,646.233.2428.8
2553.984,430.822.2450.9
1553.942,215.411.1462.0
4,730.992,393.3
EVALUASI WAKTU GETAR
g =9810mm/det2
LantaiWiFiQiKiFi didi
9465.283.783.799.931,743.5201,645.70.838026720820.819183922
8517.282.8166.599.931,653.5206,474.71.666100845819.9811572012
7517.272.4238.999.931,326.2173,477.12.390665705218.3150563554
6517.262.1301.099.93988.3131,144.83.01172129915.9243906502
5517.251.7352.799.93667.886,229.83.529267627112.9126693512
4535.542.8395.5185.14402.047,150.42.13642556399.383401724
3553.933.2428.8185.14240.829,087.62.31593259287.2469761601
2553.922.2450.9185.14109.313,467.02.43560394554.9310435673
1553.911.1462.0185.1427.63,449.02.49543962182.4954396218
7,159.2892,126.0
T1 =0.7100det.
GAYA GESER DASAR BARU
C =0.9000
Cd =0.140625
Vt = CIK Wt=665.3Ton
DISTRIBUSI GAYA GESER
LantaiWihiWi hiFiQi
9465.23616,748.0120.6120.6
8517.23216,549.1119.2239.8
7517.22814,480.5104.3344.0
6517.22412,411.989.4433.4
5517.22010,343.274.5507.9
4535.5168,568.161.7569.6
3553.9126,646.247.9617.4
2553.984,430.831.9649.3
1553.942,215.416.0665.3
4,730.992,393.3
EVALUASI WAKTU GETAR
g =9810mm/det2
LantaiWiFiQiKiFi didi
9465.2120.6120.699.933,615.4418,132.61.206758477929.9796248477
8517.2119.2239.899.933,428.7428,145.92.39918521828.7728663698
7517.2104.3344.099.932,749.9359,722.03.442558615526.3736811518
6517.289.4433.499.932,049.4271,941.94.336878670622.9311225362
5517.274.5507.999.931,384.8178,806.25.082145383118.5942438657
4535.561.7569.6185.14833.697,771.03.07645281213.5120984826
3553.947.9617.4185.14499.460,316.03.334942933710.4356456706
2553.931.9649.3185.14226.527,925.23.50726968157.1007027369
1553.916.0665.3185.1457.37,151.83.59343305543.5934330554
14,845.21,849,912.6
T1 =0.7100det.
TINJAU BANGUNAN 8 LANTAI
Berat Bangunan
Lantai : Atap
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Lap. Kedap air :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Lisplank :0,08*1,5*2,4*(2*30+2*15)=25.92
Tembok :0,5*0,6*4*0,5*0,25*(2*15+2*30)=6.75
Kolom :0,6*0,4*6*2,4*28=48.384
W-DL=429.57TN
BEBAN HIDUP
Baban hidup :15*30*0,10*0,3=13.5
W-LL=13.5TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=465.2235TN
Lantai Tengah dengan Kolom 60/60
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :0,6*0,6*4*2,4*28=96.768
W-DL=458.784TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=517.1607TN
Lantai Tengah dengan Kolom 60/60 & 70/70
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :(0,6*0,6+0,7*0,7)*2*2,4*28=114.24
W-DL=476.256TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=535.5063TN
Lantai Tengah dengan Kolom 70/70
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :(0,7*0,7)*4*2,4*28=131.712
W-DL=493.728TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=553.8519TN
KEKAKUAN KOLOM
fc =25Mpa
Ec =23500Mpa
KOLOM 70/70
K(70/70)=66121.3N/mm
66.12kN/mm
6.61T/mm
K-TOT=185.14T/mm
KOLOM 60/60
K(60/60)=35690.6N/mm
35.69kN/mm
3.57T/mm
K-TOT=99.93T/mm
BERAT BANGUNAN TOTAL
LantaiWiKiWi/Ki
8465.299.934.65515.76
7517.299.935.17528.69
6517.299.935.17528.69
5517.299.935.17528.69
4517.299.935.17528.69
3535.5185.142.89228.07
2553.9185.142.99225.61
1553.9185.142.99225.61
4,177.14.2788724852
PERKIRAAN WAKTU GETAR (T0)
R =6.4
N =8Lantai
0.16
T0 =1.2800det
GAYA GESER DASAR
C = 0,9/T0 =0.703125
Cd = C/R =0.1098632812
Vt = CIK Wt=458.9Ton
DISTRIBUSI GAYA GESER
LantaiWihiWi hiFiQi
8465.23214,887.293.093.0
7517.22814,480.590.4183.4
6517.22412,411.977.5261.0
5517.22010,343.264.6325.6
4517.2168,274.651.7377.3
3535.5126,426.140.1417.4
2553.984,430.827.7445.1
1553.942,215.413.8458.9
4,177.173,469.6
EVALUASI WAKTU GETAR
g =9810mm/det2
LantaiWiFiQiKiFi didi
8465.293.093.099.931,817.7177,764.50.9319.55
7517.290.4183.499.931,683.9179,244.51.8418.62
6517.277.5261.099.931,301.0145,641.02.6116.78
5517.264.6325.699.93915.5103,841.13.2614.17
4517.251.7377.399.93564.061,581.53.7810.91
3535.540.1417.4185.14286.527,278.22.257.14
2553.927.7445.1185.14135.113,204.12.404.88
1553.913.8458.9185.1434.33,402.92.482.48
6,738.0711,957.7
T1 =0.6538det.
GAYA GESER DASAR BARU
C =0.9000
Cd = C/R =0.140625
Vt = CIK Wt=587.4Ton
DISTRIBUSI GAYA GESER
LantaiWihiWi hiFiQi
8465.23214,887.2119.0119.0
7517.22814,480.5115.8234.8
6517.22412,411.999.2334.0
5517.22010,343.282.7416.7
4517.2168,274.666.2482.9
3535.5126,426.151.4534.3
2553.984,430.835.4569.7
1553.942,215.417.7587.4
4,177.173,469.6
EVALUASI WAKTU GETAR
g =9810mm/det2
LantaiWiFiQiKiFi didi
8465.2119.0119.099.932,978.1291,249.31.1925.02
7517.2115.8234.899.932,758.9293,674.22.3523.83
6517.299.2334.099.932,131.6238,618.23.3421.48
5517.282.7416.799.931,499.9170,133.24.1718.14
4517.266.2482.999.93924.0100,895.24.8313.97
3535.551.4534.3185.14469.444,692.52.899.14
2553.935.4569.7185.14221.421,633.63.086.25
1553.917.7587.4185.1456.25,575.33.173.17
11,039.51,166,471.6
T1 =0.6538det.
TINJAU BANGUNAN 7 LANTAI
Berat Bangunan
Lantai : Atap
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Lap. Kedap air :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Lisplank :0,08*1,5*2,4*(2*30+2*15)=25.92
Tembok :0,5*0,6*4*0,5*0,25*(2*15+2*30)=6.75
Kolom :0,6*0,4*6*2,4*28=48.384
W-DL=429.57TN
BEBAN HIDUP
Baban hidup :15*30*0,10*0,3=13.5
W-LL=13.5TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=465.2235TN
Lantai Tengah dengan Kolom 60/60
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :0,6*0,6*4*2,4*28=96.768
W-DL=458.784TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=517.1607TN
Lantai Tengah dengan Kolom 60/60 & 70/70
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :(0,6*0,6+0,7*0,7)*2*2,4*28=114.24
W-DL=476.256TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=535.5063TN
Lantai Tengah dengan Kolom 70/70
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :(0,7*0,7)*4*2,4*28=131.712
W-DL=493.728TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=553.8519TN
KEKAKUAN KOLOM
fc =25Mpa
Ec =23500Mpa
KOLOM 70/70
K(70/70)=66121.3N/mm
66.12kN/mm
6.61T/mm
K-TOT=185.14T/mm
KOLOM 60/60
K(60/60)=35690.6N/mm
35.69kN/mm
3.57T/mm
K-TOT=99.93T/mm
BERAT BANGUNAN TOTAL
LantaiWiKiWi/Ki
7465.299.934.6554.31
6517.299.935.17515.96
5517.299.935.17515.96
4517.299.935.17515.96
3517.299.935.17515.96
2535.5185.142.89235.19
1553.9185.142.99232.97
3,623.24.4627776252
PERKIRAAN WAKTU GETAR (T0)
R =6.4
N =7Lantai
0.16
T0 =1.12000det
GAYA GESER DASAR
C = 0,9/T0 =0.8035714286
Cd = C/R =0.1255580357
Vt = CIK Wt=454.9Ton
DISTRIBUSI GAYA GESER
LantaiWihiWi hiFiQi
7465.22813,026.3104.4104.4
6517.22412,411.999.5203.9
5517.22010,343.282.9286.8
4517.2168,274.666.3353.1
3517.2126,205.949.7402.8
2535.584,284.134.3437.2
1553.942,215.417.8454.9
3,623.256,761.3
EVALUASI WAKTU GETAR
g =9810mm/det2
LantaiWiFiQiKiFi didi
7465.2104.4104.499.931,914.4156,434.71.0418.34
6517.299.5203.999.931,720.2154,648.72.0417.29
5517.282.9286.899.931,264.4120,311.02.8715.25
4517.266.3353.199.93821.279,298.13.5312.38
3517.249.7402.899.93440.240,500.84.038.85
2535.534.3437.2185.14165.412,433.32.364.82
1553.917.8454.9185.1443.63,344.12.462.46
6,369.5566,970.6
T1 =0.6001det.
GAYA GESER DASAR BARU
C =0.9000
Cd = C/R =0.140625
Vt = CIK Wt=509.5Ton
DISTRIBUSI GAYA GESER
LantaiWihiWi hiFiQi
7465.22813,026.3116.9116.9
6517.22412,411.9111.4228.3
5517.22010,343.292.8321.2
4517.2168,274.674.3395.5
3517.2126,205.955.7451.2
2535.584,284.138.5489.6
1553.942,215.419.9509.5
3,623.256,761.3
EVALUASI WAKTU GETAR
g =9810mm/det2
LantaiWiFiQiKiFi didi
7465.2116.9116.999.932,401.5196,231.61.1720.54
6517.2111.4228.399.932,157.8193,991.32.2819.37
5517.292.8321.299.931,586.1150,918.13.2117.08
4517.274.3395.599.931,030.199,471.53.9613.87
3517.255.7451.299.93552.150,804.14.519.91
2535.538.5489.6185.14207.515,596.42.645.40
1553.919.9509.5185.1454.74,194.82.752.75
7,989.9711,207.9
T1 =0.6001det.
TINJAU BANGUNAN 6 LANTAI
Berat Bangunan
Lantai : Atap
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Lap. Kedap air :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Lisplank :0,08*1,5*2,4*(2*30+2*15)=25.92
Tembok :0,5*0,6*4*0,5*0,25*(2*15+2*30)=6.75
Kolom :0,6*0,4*6*2,4*28=48.384
W-DL=429.57TN
BEBAN HIDUP
Baban hidup :15*30*0,10*0,3=13.5
W-LL=13.5TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=465.2235TN
Lantai Tengah dengan Kolom 60/60
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :0,6*0,6*4*2,4*28=96.768
W-DL=458.784TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=517.1607TN
Lantai Tengah dengan Kolom 60/60 & 70/70
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :(0,6*0,6+0,7*0,7)*2*2,4*28=114.24
W-DL=476.256TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=535.5063TN
Lantai Tengah dengan Kolom 70/70
BEBAN MATI
Pelat :0,12*2,4*15*30=129.6
Tegel + Spesi :0,05*2,0*15*30=94.5
Balok 40/60 :0,48*0,4*2,4*(4*30+7*15)=103.68
Balok 30/50 :0,38*0,4*2,4*(30*2)=20.736
Tembok :0,5*0,6*4*0,25*(2*15+2*30)=13.5
Kolom :(0,7*0,7)*4*2,4*28=131.712
W-DL=493.728TN
BEBAN HIDUP
Baban hidup :15*30*0,25*0,3=33.75
W-LL=33.75TN
Beban Ultimit Atap:
wU-Atap =1,05*(W-DL + W-LL)=553.8519TN
KEKAKUAN KOLOM
fc =25Mpa
Ec =23500Mpa
KOLOM 70/70
K(70/70)=66121.3N/mm
66.12kN/mm
6.61T/mm
K-TOT=185.14T/mm
KOLOM 60/60
K(60/60)=35690.6N/mm
35.69kN/mm
3.57T/mm
K-TOT=99.93T/mm
BERAT BANGUNAN TOTAL
LantaiWiKiWi/Ki
6465.299.934.65515.76
5517.299.935.17528.69
4517.299.935.17528.69
3517.299.935.17528.69
2517.299.935.17528.69
1535.5185.14