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author | deepa-chaudhari | 2015-06-17 00:20:33 +0530 |
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committer | deepa-chaudhari | 2015-06-17 00:20:33 +0530 |
commit | 7fc9e5a0f77f3cb1225e4d253dc4a640380eed2d (patch) | |
tree | 3e1f44a6bfc24992859e37977d93c0230d53da09 /Connections/Shear/Finplate/.txt | |
parent | 2c1e750c049e75aec9eed68cb8eef162a10eac52 (diff) | |
download | OsdagLive-7fc9e5a0f77f3cb1225e4d253dc4a640380eed2d.tar.gz OsdagLive-7fc9e5a0f77f3cb1225e4d253dc4a640380eed2d.tar.bz2 OsdagLive-7fc9e5a0f77f3cb1225e4d253dc4a640380eed2d.zip |
osdag main page functionality
Diffstat (limited to 'Connections/Shear/Finplate/.txt')
-rw-r--r-- | Connections/Shear/Finplate/.txt | 46 |
1 files changed, 43 insertions, 3 deletions
diff --git a/Connections/Shear/Finplate/.txt b/Connections/Shear/Finplate/.txt index 85888f1..de4fba8 100644 --- a/Connections/Shear/Finplate/.txt +++ b/Connections/Shear/Finplate/.txt @@ -1,3 +1,43 @@ -Thu, 11 Jun 2015 21:09:27 INFO : Overall finplate connection design is safe -Thu, 11 Jun 2015 21:09:27 INFO : Overall finplate connection design is safe -Thu, 11 Jun 2015 21:09:40 INFO : Overall finplate connection design is safe
\ No newline at end of file +Fri, 12 Jun 2015 13:51:17 INFO : Overall finplate connection design is safe +Fri, 12 Jun 2015 13:51:17 INFO : Overall finplate connection design is safe +Fri, 12 Jun 2015 13:54:07 INFO : Overall finplate connection design is safe +Fri, 12 Jun 2015 13:54:07 INFO : Overall finplate connection design is safe +Fri, 12 Jun 2015 13:56:12 INFO : Overall finplate connection design is safe +Fri, 12 Jun 2015 13:56:26 ERROR : Plate width provided is less than the minimum required +Fri, 12 Jun 2015 13:56:26 WARNING : Minimum plate width required is 60.00 mm +Fri, 12 Jun 2015 13:56:26 ERROR : Design is not safe +Fri, 12 Jun 2015 13:56:51 INFO : Overall finplate connection design is safe +Fri, 12 Jun 2015 13:56:51 INFO : Overall finplate connection design is safe +Fri, 12 Jun 2015 13:57:24 INFO : Overall finplate connection design is safe +Fri, 12 Jun 2015 14:00:30 INFO : Overall finplate connection design is safe +Fri, 12 Jun 2015 14:00:30 INFO : Overall finplate connection design is safe +Fri, 12 Jun 2015 14:01:04 INFO : Overall finplate connection design is safe +Fri, 12 Jun 2015 14:01:04 INFO : Overall finplate connection design is safe +Fri, 12 Jun 2015 14:01:23 ERROR : Plate height provided is less than the minimum required +Fri, 12 Jun 2015 14:01:23 WARNING : Plate height required should be more than 240.00 mm +Fri, 12 Jun 2015 14:01:23 ERROR : Plate width provided is less than the minimum required +Fri, 12 Jun 2015 14:01:23 WARNING : Minimum plate width required is 100.00 mm +Fri, 12 Jun 2015 14:01:23 ERROR : Design is not safe +Fri, 12 Jun 2015 14:02:15 ERROR : Height of plate is more than the clear depth of the beam +Fri, 12 Jun 2015 14:02:15 WARNING : Maximum plate height allowed is 328.00 mm +Fri, 12 Jun 2015 14:02:15 ERROR : Plate width provided is less than the minimum required +Fri, 12 Jun 2015 14:02:15 WARNING : Minimum plate width required is 100.00 mm +Fri, 12 Jun 2015 14:02:15 ERROR : Design is not safe +Fri, 12 Jun 2015 14:03:34 ERROR : Design is not safe +Fri, 12 Jun 2015 14:04:57 ERROR : Design is not safe +Fri, 12 Jun 2015 14:06:13 ERROR : Minimum required plate height is more than the clear depth of the beam +Fri, 12 Jun 2015 14:06:13 WARNING : Plate height required should be more than 410.00 mm +Fri, 12 Jun 2015 14:06:13 WARNING : Maximum plate height allowed is 328.00 mm +Fri, 12 Jun 2015 14:06:13 INFO : Increase the plate thickness +Fri, 12 Jun 2015 14:06:13 ERROR : Design is not safe +Fri, 12 Jun 2015 14:06:25 INFO : Overall finplate connection design is safe +Fri, 12 Jun 2015 14:06:25 INFO : Overall finplate connection design is safe +Fri, 12 Jun 2015 14:09:10 ERROR : Bolt strength is insufficient to carry the shear force +Fri, 12 Jun 2015 14:09:10 WARNING : Increase bolt diameter and/or bolt grade +Fri, 12 Jun 2015 14:09:10 ERROR : Design is not safe +Fri, 12 Jun 2015 14:09:58 ERROR : Bolt strength is insufficient to carry the shear force +Fri, 12 Jun 2015 14:09:58 WARNING : Increase bolt diameter and/or bolt grade +Fri, 12 Jun 2015 14:09:58 ERROR : Design is not safe +Fri, 12 Jun 2015 14:10:55 ERROR : Bolt strength is insufficient to carry the shear force +Fri, 12 Jun 2015 14:10:55 WARNING : Increase bolt diameter and/or bolt grade +Fri, 12 Jun 2015 14:10:55 ERROR : Design is not safe
\ No newline at end of file |