Timeline for Compression members with moment to BS 5950-1:2000
Current License: CC BY-SA 4.0
17 events
| when toggle format | what | by | license | comment | |
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| May 29, 2021 at 19:01 | history | bumped | CommunityBot | This question has answers that may be good or bad; the system has marked it active so that they can be reviewed. | |
| Jan 29, 2021 at 18:04 | history | bumped | CommunityBot | This question has answers that may be good or bad; the system has marked it active so that they can be reviewed. | |
| Oct 1, 2020 at 17:06 | history | bumped | CommunityBot | This question has answers that may be good or bad; the system has marked it active so that they can be reviewed. | |
| Jun 3, 2020 at 16:05 | history | bumped | CommunityBot | This question has answers that may be good or bad; the system has marked it active so that they can be reviewed. | |
| Feb 4, 2020 at 16:02 | history | bumped | CommunityBot | This question has answers that may be good or bad; the system has marked it active so that they can be reviewed. | |
| Oct 7, 2019 at 16:01 | history | bumped | CommunityBot | This question has answers that may be good or bad; the system has marked it active so that they can be reviewed. | |
| Jun 9, 2019 at 15:03 | history | bumped | CommunityBot | This question has answers that may be good or bad; the system has marked it active so that they can be reviewed. | |
| Feb 9, 2019 at 15:01 | history | bumped | CommunityBot | This question has answers that may be good or bad; the system has marked it active so that they can be reviewed. | |
| Jan 9, 2019 at 23:01 | answer | added | Apostolos Grammatopoulos | timeline score: 1 | |
| Oct 30, 2018 at 1:11 | comment | added | zytsang | @alephzero thank you for your comment, however I would like to confine the discussion to uniform moment. It is true that the equivalent moment factor can be taken as minimum as $m_x = m_y =0.4$ for double curvature member, which should make equation (2) less critical if the axial compression is not large. | |
| Oct 30, 2018 at 1:10 | comment | added | zytsang | @Wasabi I welcome any example / counterexample for non-doubly-symmetric section that has $p_y Z_x \geq M_{cx}$, $p_y Z_y \geq M_{cy}$ | |
| Oct 30, 2018 at 1:04 | history | edited | zytsang | CC BY-SA 4.0 |
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| Oct 29, 2018 at 19:22 | comment | added | alephzero | And what about loading conditions other than uniform moment? | |
| Oct 29, 2018 at 18:53 | comment | added | Wasabi | Your proof that Eq.2 is more critical than Eq.1 is only for doubly-symmetric sections. How can you then say that "buckling resistance is always more critical"? What about non-doubly-symmetric sections? | |
| Oct 29, 2018 at 16:05 | history | edited | zytsang | CC BY-SA 4.0 |
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| Oct 29, 2018 at 15:35 | review | First posts | |||
| Oct 29, 2018 at 16:58 | |||||
| Oct 29, 2018 at 15:30 | history | asked | zytsang | CC BY-SA 4.0 |