cimol
5
Ss 0.50 S1 0.20 kategori III faktor keutamaan gempa ( 1.5 faktor keutamaan angin ( 1 Koefisien situs elas Situ Ss 0.25 0.5 0.75 1 1.25 SC 1.2 1.2 1.1 1 1 SD 1.6 1.4 1.2 1.1 1 SE 2.5 1.7 1.2 0.9 0.9 Kelas Si 0.1 0.2 0.3 0.4 0.5 SC 1.7 1.6 1.5 1.4 1.3 SD 2.4 2 1.8 1.6 1.5 SE 3.5 3.2 3 2.4 2.4 Jenis Tanah Lunak Fa 1.700 Fv 3.200 spekta respon SDs 0.567 SD1 0.427 0.151 0.753 S1 koefisien situs spekta respon design To = 0.2*(SD1/SDS) Ts = SD1/SDS
description
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Transcript of cimol
TSs 0.50 dtikS1 0.20 0kategori III 0.01faktor keutamaan gempa (Ie) 1.5 0.02faktor keutamaan angin (Iw) 1 0.03
0.04Koefisien situs 0.05
Kelas Situs Ss 0.060.25 0.5 0.75 1 1.25 0.07
SC 1.2 1.2 1.1 1 1 0.08SD 1.6 1.4 1.2 1.1 1 0.09SE 2.5 1.7 1.2 0.9 0.9 0.1
0.11Kelas Situ 0.1 0.2 0.3 0.4 0.5 0.12SC 1.7 1.6 1.5 1.4 1.3 0.13SD 2.4 2 1.8 1.6 1.5 0.14SE 3.5 3.2 3 2.4 2.4 0.15
0.15060.4
Jenis Tanah Lunak 0.6
koefisien situs Fa 1.700 0.7Fv 3.200 0.753
spekta responSDs 0.567 0.8SD1 0.427 0.9
0.151 10.753 1.1
1.21.31.41.51.61.71.81.9
22.12.22.32.42.52.62.72.82.9
34
S1
spekta respon design
To = 0.2*(SD1/SDS)Ts = SD1/SDS
56789
10
Sam/s²
0.22670.24920.27180.29440.31700.33960.36210.38470.40730.42990.4524
0.47500.49760.52020.54280.56530.56670.56670.56670.56670.56670.53330.47410.42670.38790.35560.32820.30480.28440.26670.25100.23700.22460.21330.20320.19390.18550.17780.17070.16410.15800.15240.14710.14220.1067
0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 10.50.0000
0.0500
0.1000
0.1500
0.2000
0.2500
0.3000
0.3500
0.4000
0.4500
0.5000
0.5500
0.6000
Design Response Spectrum
Tanah Lunak
T Periode (second)
Spec
tral
Acc
eler
ation
Sa
(g)
Sa=SDs
Sa= SDs (0.40+0.60 T/To)
Sa=SD1/T
0.08530.07110.06100.05330.04740.0427
0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 10.50.0000
0.0500
0.1000
0.1500
0.2000
0.2500
0.3000
0.3500
0.4000
0.4500
0.5000
0.5500
0.6000
Design Response Spectrum
Tanah Lunak
T Periode (second)
Spec
tral
Acc
eler
ation
Sa
(g)
Sa=SDs
Sa= SDs (0.40+0.60 T/To)
Sa=SD1/T
