Attachment 0002 - Profile Tables_MIL-STD-810H.pdf
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- Attached to
- Vibration Testing Equipment and Install Federal contract opportunity
- Solicitation number
- W519TC-23-Q-2227
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| File | Type | Posted |
|---|---|---|
| Amendment 0003 - Solicitation W519TC-23-Q-2227.pdf | ||
| Exhibit A - Contract Data Requirements List (CDRL).pdf | ||
| Amendment 0002 - Solicitation W519TC-23-Q-2227.pdf | ||
| Attachment 0006 - Project Photos.pdf | ||
| Amendment 0001 - Solicitation W519TC-23-Q-2227.pdf | ||
| Attachment 0001 - Statement of Work dated 24 May 2023.pdf | ||
| Attachment 0003 - 32-510 Cubicle 8 Sketch Elevation.pdf | ||
| Attachment 0001 - Statement of Work dated 19 April 2023.pdf | ||
| Attachment 0005 - Technical Factor 1 - Experience dated 21 April 2023.pdf | ||
| Solicitation W519TC-23-Q-2227.pdf | ||
| Attachment 0004 - 32-510 Cubicle 8 Sketch Floor Plan.pdf |
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Text version
MIL-STD-810H
METHOD 514.8, ANNEX C
514.8C-9
Figure 514.8C-4. – Category 4 – Composite two-wheeled trailer vibration exposure.
Table 514.8C-IV. Category 4 – Composite two-wheeled trailer vibration exposure. (Break points for curves of Figure 514.8C-4.)
Vertical Transverse Longitudinal
Frequency, Hz
ASD,
g2/Hz
Frequency, Hz
ASD,
g2/Hz
Frequency, Hz
ASD,
g2/Hz
5 0.20000 5 0.05000 5 0.05418 7 0.40000 7 0.06500 7 0.10000 8 0.40000 8 0.06500 8 0.10000
10 0.05090 11 0.02200 13 0.01400 20 0.04000 87 0.00306 21 0.03780 43 0.10036 475 0.00108 23 0.03780 50 0.03079 500 0.00046 25 0.01700
105 0.07500 rms = 1.22 g
76 0.00310 150 0.02964 100 0.08000 259 0.04636 140 0.05354 332 0.00970 155 0.00551 500 0.00537 500 0.00456 rms = 3.98 g rms = 2.52 g
1.0E-04
1.0E-03
1.0E-02
1.0E-01
1.0E+00
1 10 100 1000
V ib ra tio n Sc he du le A
SD
, g
2 /H z
Frequency, Hz
Vertical
Transverse
Longitudinal
514.8C-14
Figure 514.8C-6. – Category 4 – Composite wheeled vehicle vibration exposure.
Table 514.8C-VII. Category – 4 – Composite wheeled vehicle vibration exposure. (Break points for curves of
Figure 514.8C-6.)
Vertical Transverse Longitudinal
Frequency, Hz
ASD,
g2/Hz
Frequency, Hz
ASD,
g2/Hz
Frequency, Hz
ASD,
g2/Hz
5 0.12765 5 0.04070 5 0.01848 6 0.12926 6 0.04415 6 0.02373 7 0.30000 7 0.11000 7 0.05000 8 0.30000 8 0.11000 8 0.05000 9 0.10000 9 0.04250 9 0.02016
12 0.10000 12 0.04250 12 0.02016 14 0.15000 14 0.07400 14 0.05000 16 0.15000 16 0.07400 16 0.05000 19 0.04000 19 0.02000 19 0.01030 90 0.00600 100 0.00074 23 0.01030
125 0.00400 189 0.00130 25 0.00833 190 0.00400 350 0.00400 66 0.00114 211 0.00600 425 0.00400 84 0.00107 440 0.00600 482 0.00210 90 0.00167 500 0.00204 500 0.00142 165 0.00151 rms = 2.24 g rms = 1.45 g
221 0.00333 455 0.00296 500 0.00204 rms = 1.32 g
1.0E-03
1.0E-02
1.0E-01
1.0E+00
1 10 100 1000
V ib ra tio n Sc he du le A
SD
, g
2 /H z
Frequency, Hz
Vertical
514.8C-5
Figure 514.8C-2 – Category 4 – Common carrier (US highway truck vibration exposure).
Table 514.8C-I. Category 4 – Common carrier (Break points for curves of Figure 514.8C-2).
Vertical Transverse Longitudinal Frequency, Hz
ASD,
g2/Hz
Frequency, Hz
ASD,
g2/Hz
Frequency, Hz
ASD,
g2/Hz
5 0.015 5 0.00013 5 0.0065 40 0.015 10 0.00013 20 0.0065
500 0.00015 20 0.00065 120 0.0002 rms = 1.08 g
30 0.00065 121 0.003 78 0.00002 200 0.003 79 0.00019 240 0.0015
120 0.00019 340 0.00003 500 0.00001 500 0.00015 rms = 0.21 g rms = 0.76 g
1.0E-05
1.0E-03
1.0E-02
1.0E-01
1 10 100 1000
V ib ra tio n Sc he du le A
SD
, g
2 /H z
Frequency, Hz
Vertical
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