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Structural Load Analysis Data

The document shows load and modal participation mass data for 150 modes of a structure. The modal participation masses indicate the contribution of each mass to the response of each vibration mode. For the first mode, 0.31% of the total mass contributes to translation in the X direction. For the second mode, 70.14% of the mass contributes to translation in the Z direction and 0.02% contributes to translation in the Y direction. The document provides this modal participation mass data for translations and rotations in the X, Y, and Z directions for the first 150 vibration modes of the structure.

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Haryo Widodo
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14 views5 pages

Structural Load Analysis Data

The document shows load and modal participation mass data for 150 modes of a structure. The modal participation masses indicate the contribution of each mass to the response of each vibration mode. For the first mode, 0.31% of the total mass contributes to translation in the X direction. For the second mode, 70.14% of the mass contributes to translation in the Z direction and 0.02% contributes to translation in the Y direction. The document provides this modal participation mass data for translations and rotations in the X, Y, and Z directions for the first 150 vibration modes of the structure.

Uploaded by

Haryo Widodo
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLSX, PDF, TXT or read online on Scribd
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NO Name MS (Static) MA (Static) ST (Static) RK (Static) TD (Static) TB (Static) TP (Static)

1 Service Load 1 1 1 1 1 1 1 1
2 Service Load 2 1 1 1 1 1 1 1
3 Service Load 3 1 1 1 1 1 1 1
4 Service Load 4X 1 1 1 1 1 1 1
5 Service Load 4Y 1 1 1 1 1 1 1
6 Ultimate Load 1 1.3 2 1 1 1.8 1.8 1.8
7 Ultimate Load 2 1.3 2 1 1 1.8 1.8 1.8
8 Ultimate Load 3 1.3 2 1 1 1.8 1.8 1.8
9 Ultimate Load 4X 1.3 2 1 1 1.8 1.8 1.8
10 Ultimate Load 4Y 1.3 2 1 1 1.8 1.8 1.8
ET (Static) EW (Static) Ex (Spectra) Ey (Spectra) 1 MS
2 MA
1 3 ST
1 4 RK
1 1 0.3 5 TD
1 0.3 1 6 TB
7 TP
1.2 8 ET
1.2 9 EW
1.2 1 0.3
1.2 0.3 1
Dead Load (D) Beban Mati
Dead Load of Component and Attachments Beban Mati Tambahan
Shrinkage (SH) Susut
Creep (CR) Beban Rangkak
Overload Live Load (LP) Beban Lajur
Braking Load (BRK, BR) Beban Gaya Rem
Live Load (L, LL) Beban Pedestrian
Temperature (T, TU) Beban akibat Temperatur
Wind Load on Structure (W, WS) Beban Angin
MODAL PARTICIPATION MASSES PRINTOUT
Mode No TRAN-X TRAN-Y TRAN-Z ROTN-X
MASS(%) SUM(%) MASS(%) SUM(%) MASS(%) SUM(%) MASS(%)
1 0.31 0.31 0 0 0 0 0
2 0 0.31 0.02 0.02 70.14 70.14 0.33
3 3 3.31 0 0.02 0 70.14 0
4 0 3.31 26.1 26.12 0.67 70.81 17.89

144 0 98.71 0 98.21 0 96.11 0.01


145 0.02 98.72 0 98.21 0 96.11 0
146 0 98.72 0 98.21 0 96.11 0.01
147 0 98.72 0.02 98.24 0 96.11 0.01
148 0 98.72 0 98.24 0 96.11 0
149 0 98.72 0.01 98.24 0.01 96.12 0.03
150 0 98.72 0 98.25 0.11 96.23 0.1
ASSES PRINTOUT
ROTN-X ROTN-Y ROTN-Z
SUM(%) MASS(%) SUM(%) MASS(%) SUM(%)
0 55.66 55.66 0.02 0.02
0.33 0 55.66 0 0.02
0.33 0.09 55.75 36.03 36.05
18.22 0 55.75 0 36.05

90.27 0 93.94 0 96.93


90.27 0 93.94 0.11 97.04
90.28 0 93.94 0 97.04
90.3 0 93.94 0 97.04
90.3 0.06 94 0 97.04
90.33 0 94 0 97.04
90.43 0 94 0 97.04

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