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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
