Floor Spectra at EOT Level_R1_08.03.14
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OFFICE OF ORIGIN CLIENT CONTRACTOR ---- PROJECT TITLE FLOOR SPECTRA AT EOT LEVEL DATE Rev. No. MODIFICATIONS/ PREPARED CHECKED APP PURPOSE OF ISSUE Name Signature Name Signature Name 04/03/2014 R0 For Approval DBP --- THP --- 08/03/2014 R1 For Approval DBP THP 08/03/2014 = 2+4 = 6 PSP /MK PSP /MK DATE This note is property of STUP Consultants P. Ltd. it should not be used, copied or reproduced without their written permission . PAGES . R NOTE NO . 5773 / E/DN-15
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floor spectra at EOT
Transcript of Floor Spectra at EOT Level_R1_08.03.14
OFFICE OF ORIGIN
CLIENT
CONTRACTOR
----
PROJECT
TITLE
FLOOR SPECTRA AT EOT LEVEL
DATE Rev. No. MODIFICATIONS/ PREPARED CHECKED APPROVEDPURPOSE OF ISSUE Name Signature Name Signature Name Signature
04/03/2014 R0 For Approval DBP --- THP --- ---
08/03/2014 R1 For Approval DBP THP
08/03/2014 = 2+4
= 6
PSP/MK
PSP/MK
DATEThis note is property of STUP Consultants P. Ltd. it should not be used, copied or reproduced without their written permission.
PAGES Rev.No.R1
NOTE NO.5773/E/DN-15
DATEThis note is property of STUP Consultants P. Ltd. it should not be used, copied or reproduced without their written permission.
PAGES Rev.No.R1
NOTE NO.5773/E/DN-15
3
INDEX
PARTICULAR PAGE
1 INTRODUCTION 03
2 FLOOR RESPONSE SPECTRA IN X - DIRECTION 04
3 FLOOR RESPONSE SPECTRA IN Y - DIRECTION 05
4 FLOOR RESPONSE SPECTRA IN Z - DIRECTION 06
SR. NO.
4
5
1.0 INTRODUCTION
This design note presents the floor spectra at EOT level.
STAAD Model
6
2.0 FLOOR RESPONSE SPECTRA IN X - DIRECTION
X - Direction
Sr No. Frequency Hz Acceleration (g) Sr No. Frequency Hz Acceleration (g)1 0.01 0.022 18 17.01 0.5982 1.01 0.694 19 18.01 0.5973 2.01 1.190 20 19.01 0.6014 3.01 0.857 21 20.01 0.6105 4.01 0.740 22 21.01 0.6066 5.01 0.612 23 22.01 0.5957 6.01 0.567 24 23.01 0.5818 7.01 0.622 25 24.01 0.5869 8.01 0.631 26 25.01 0.591
10 9.01 0.604 27 26.01 0.58811 10.01 0.570 28 27.01 0.58312 11.01 0.591 29 28.01 0.57513 12.01 0.600 30 29.01 0.57714 13.01 0.596 31 30.01 0.57515 14.01 0.581 32 31.01 0.57016 15.01 0.593 33 32.01 0.56417 16.01 0.598 34 33.01 0.565
Acceleration
0.010 0.02 0.05 0.10 0.2 0.5 1.0 2 5 10 20 50 100
0.010
0.02
0.05
0.10
0.2
0.5
1.0
2
5
10
Frequency
(2.010,1.190)
7
3.0 FLOOR RESPONSE SPECTRA IN Y - DIRECTION
Y - Direction
Sr No. Frequency Hz Acceleration (g) Sr No. Frequency Hz Acceleration (g)1 0.01 0.022 18 17.01 0.6062 1.01 0.512 19 18.01 0.5643 2.01 0.574 20 19.01 0.5194 3.01 0.546 21 20.01 0.5085 4.01 0.477 22 21.01 0.5016 5.01 0.416 23 22.01 0.4997 6.01 0.372 24 23.01 0.4978 7.01 0.432 25 24.01 0.4929 8.01 0.454 26 25.01 0.496
10 9.01 0.514 27 26.01 0.49611 10.01 0.579 28 27.01 0.49112 11.01 0.634 29 28.01 0.48213 12.01 0.663 30 29.01 0.48314 13.01 0.683 31 30.01 0.48315 14.01 0.683 32 31.01 0.47916 15.01 0.667 33 32.01 0.47317 16.01 0.641 34 33.01 0.464
Acceleration
0.010 0.02 0.05 0.10 0.2 0.5 1.0 2 5 10 20 50 100
0.010
0.02
0.05
0.10
0.2
0.5
1.0
Frequency
(13.010,0.683)
8
4.0 FLOOR RESPONSE SPECTRA IN Z - DIRECTION
Z - Direction
Sr No. Frequency Hz Acceleration (g) Sr No. Frequency Hz Acceleration (g)1 0.01 0.022 18 17.01 0.6502 1.01 0.775 19 18.01 0.6523 2.01 1.202 20 19.01 0.6514 3.01 0.916 21 20.01 0.6555 4.01 0.764 22 21.01 0.6546 5.01 0.652 23 22.01 0.6437 6.01 0.671 24 23.01 0.6308 7.01 0.670 25 24.01 0.6389 8.01 0.630 26 25.01 0.642
10 9.01 0.662 27 26.01 0.63611 10.01 0.678 28 27.01 0.62912 11.01 0.662 29 28.01 0.63113 12.01 0.623 30 29.01 0.62914 13.01 0.642 31 30.01 0.62415 14.01 0.650 32 31.01 0.62116 15.01 0.644 33 32.01 0.62117 16.01 0.643 34 33.01 0.620
Acceleration
0.010 0.02 0.05 0.10 0.2 0.5 1.0 2 5 10 20 50 100
0.010
0.02
0.05
0.10
0.2
0.5
1.0
2
5
10
Frequency
(2.010,1.202)
9
X Direction Y Direction
Sr No. Frequency Hz Acceleration (g) Frequency Hz1 0.01 0.002 1 0.012 1.01 0.071 2 1.013 2.01 0.121 3 2.014 3.01 0.087 4 3.015 4.01 0.075 5 4.016 5.01 0.062 6 5.017 6.01 0.058 7 6.018 7.01 0.063 8 7.019 8.01 0.064 9 8.01
10 9.01 0.062 10 9.0111 10.01 0.058 11 10.0112 11.01 0.06 12 11.0113 12.01 0.061 13 12.0114 13.01 0.061 14 13.0115 14.01 0.059 15 14.0116 15.01 0.06 16 15.0117 16.01 0.061 17 16.0118 17.01 0.061 18 17.0119 18.01 0.061 19 18.0120 19.01 0.061 20 19.0121 20.01 0.062 21 20.0122 21.01 0.062 22 21.0123 22.01 0.061 23 22.0124 23.01 0.059 24 23.0125 24.01 0.06 25 24.0126 25.01 0.06 26 25.0127 26.01 0.06 27 26.0128 27.01 0.059 28 27.0129 28.01 0.059 29 28.0130 29.01 0.059 30 29.0131 30.01 0.059 31 30.0132 31.01 0.058 32 31.0133 32.01 0.057 33 32.0134 33.01 0.058 34 33.01
Y Direction Z Direction
Acceleration (g) Frequency Hz Acceleration (g)0.002 1 0.01 0.0020.052 2 1.01 0.0790.059 3 2.01 0.1230.056 4 3.01 0.0930.049 5 4.01 0.0780.042 6 5.01 0.0670.038 7 6.01 0.0680.044 8 7.01 0.0680.046 9 8.01 0.0640.052 10 9.01 0.0680.059 11 10.01 0.0690.065 12 11.01 0.0670.068 13 12.01 0.064
0.07 14 13.01 0.0650.07 15 14.01 0.066
0.068 16 15.01 0.0660.065 17 16.01 0.0660.062 18 17.01 0.0660.058 19 18.01 0.0660.053 20 19.01 0.0660.052 21 20.01 0.0670.051 22 21.01 0.0670.051 23 22.01 0.0660.051 24 23.01 0.064
0.05 25 24.01 0.0650.051 26 25.01 0.0650.051 27 26.01 0.065
0.05 28 27.01 0.0640.049 29 28.01 0.0640.049 30 29.01 0.0640.049 31 30.01 0.0640.049 32 31.01 0.0630.048 33 32.01 0.0630.047 34 33.01 0.063
OPTIONS FLOW 0.010 FHIGH 33.000 FDELTA 1.000 SPRINTEND FLOOR SPECTRUMFINISH
