bulding mass
DESCRIPTION
building mass, etabsTRANSCRIPT
![Page 1: Bulding Mass](https://reader036.vdocuments.mx/reader036/viewer/2022082821/55cf943f550346f57ba09f43/html5/thumbnails/1.jpg)
Story Diaphragm MassX MassX MassYSTORY5 D1 115656.6871 1134592.100451 115656.6871STORY4 D1 129621.4089 1271586.021309 129621.4089STORY3 D1 128844.793 1263967.41933 128844.793STORY2 D1 128844.793 1263967.41933 128844.793STORY1 D1 131889.8072 1293839.008632 131889.8072
Total mass 6227951.969052
Langkah 11 ARAH X
Story Weight (kgf) Height (m)20 1134592.10 2016 1271586.02 1612 1263967.42 128 1263967.42 84 1293839.01 4
Total 6227951.97
ARAH Y
Story Weight (kgf) Height (m)20 1134592.10 2016 1271586.02 1612 1263967.42 128 1263967.42 84 1293839.01 4
Total 6227951.97
![Page 2: Bulding Mass](https://reader036.vdocuments.mx/reader036/viewer/2022082821/55cf943f550346f57ba09f43/html5/thumbnails/2.jpg)
XCM YCM CumMassX CumMassY XCCM25 16.986 115656.6871 115656.6871 25
25.05 16.937 245278.0959 245278.0959 25.02725 16.987 374122.8889 374122.8889 25.01725 16.987 502967.682 502967.682 25.013
25.049 16.938 634857.4892 634857.4892 25.021
k = 1.171
Wi . Hi^k (kgf.m) Fx (kgf) Static Story Shear37874410.37 113552.47 113552.4732686637.35 97998.85 211551.3223198351.18 69551.71 281103.0314429598.74 43261.84 324364.876559828.58 19667.23 344032.10
114748826.22
k = 1.073
Wi . Hi^k (kgf.m) Fx (kgf) Static Story Shear28238715.68 163735.75 163735.7524909584.67 144432.55 308168.3018184332.19 105437.70 413606.0011769321.74 68241.73 481847.735726517.75 33203.91 515051.64
88828472.05
![Page 3: Bulding Mass](https://reader036.vdocuments.mx/reader036/viewer/2022082821/55cf943f550346f57ba09f43/html5/thumbnails/3.jpg)
YCCM XCR YCR16.986 25 17
16.96 25 1716.969 25 1716.974 25 1716.967 25 17
![Page 4: Bulding Mass](https://reader036.vdocuments.mx/reader036/viewer/2022082821/55cf943f550346f57ba09f43/html5/thumbnails/4.jpg)
T C Sds 0.590.00 0.238 Sd1 0.370.13 0.594 To 0.130.63 0.594 Ts 0.630.80 0.4671.00 0.3741.20 0.3121.40 0.2671.60 0.2341.80 0.2082.00 0.1872.20 0.1702.40 0.1562.60 0.1442.80 0.1343.00 0.1253.20 0.1173.40 0.1103.60 0.1043.80 0.0984.00 0.094 0.00 1.00 2.00 3.00 4.00 5.00
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Respon Spektra Desain Wilayah Tangerang Selatan Berdasarkan SNI 03-1726-2010 (Tanah Sedang, SD)
Perioda (T)Sa
(g)
![Page 5: Bulding Mass](https://reader036.vdocuments.mx/reader036/viewer/2022082821/55cf943f550346f57ba09f43/html5/thumbnails/5.jpg)
0.00 1.00 2.00 3.00 4.00 5.000.000
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Respon Spektra Desain Wilayah Tangerang Selatan Berdasarkan SNI 03-1726-2010 (Tanah Sedang, SD)
Perioda (T)
Sa (g
)