I assume that it is meant to be Hollo-bolts but they failed to mention this maybe because the software does not directly support this product but as they have different tolerances and hole sizes I would question the results to a degree.
Hello, please check our website: www.ideastatica.com/product-downloads (maybe you are using an obsolete version) and eventually do the update. You should see the operation. If it is still not working, please create a case through your account, and we will look at it.
In minute 12:30, you mention that the moment diagram does not extend up to the fictional node. Then you do some changes to make the moment diagram extend to the fictional node (You zero out the eccentricity). So, I have a question please: what if it was shear connection, in shear connection, we can not have moment at the bolts, we must choose "forces in bolts" so we be sure that the moment is zero at the bolts. So then will we have the same problem of eccentricity?
If you have pure shear connection without a moment = it is a hinge. Then what you do is you input shear force only and in the settings you set the position of forces into the bolts (either choose Bolts or Possition and input the distance). There is no problem with eccentricity here. Hovewer in the vide this is not a shear connection or a hinge, so they did not shift the shear force.
Hello, I am creating a connection that is similar to a connection in this video, and at the very beginning when the connection is very simple (connection model is just the RHS profile column member and base plate with anchors and concrete) it does not allow me to use the STUB option but reports the following message: 'STUB 1 - Cannot execute the operation. The operation cannot be applied on a welded member.' Do you know what the program means by welded member here and why it does not allow STUB operation?
Hello, the operation STUB can be applied only to a member unaffected by the operation CUT (which is a part of the Operation Base Plate). So as the first operation please use the operation STUB and as a second apply the operation Base Plate.
This webinar not related about rookies, Most successful webinar . thx
Thank you!
Great demo 👍
What about if we have different sections like RHS and flat plate on each side of the end plate connection
Thanks, we can do these connections as well, here are Sample projects: www.ideastatica.com/support-center/sample-projects-for-steel-connection-design
The irony of “rookie mistakes” will not be lost on connection designers. How do you tighten the bolts on the lap splice?
I assume that it is meant to be Hollo-bolts but they failed to mention this maybe because the software does not directly support this product but as they have different tolerances and hole sizes I would question the results to a degree.
why I don't have the same operations as you have? I can't find the "bolt grid or contact operation"
Hello, please check our website: www.ideastatica.com/product-downloads (maybe you are using an obsolete version) and eventually do the update. You should see the operation. If it is still not working, please create a case through your account, and we will look at it.
In minute 12:30, you mention that the moment diagram does not extend up to the fictional node. Then you do some changes to make the moment diagram extend to the fictional node (You zero out the eccentricity). So, I have a question please: what if it was shear connection, in shear connection, we can not have moment at the bolts, we must choose "forces in bolts" so we be sure that the moment is zero at the bolts. So then will we have the same problem of eccentricity?
If you have pure shear connection without a moment = it is a hinge. Then what you do is you input shear force only and in the settings you set the position of forces into the bolts (either choose Bolts or Possition and input the distance). There is no problem with eccentricity here.
Hovewer in the vide this is not a shear connection or a hinge, so they did not shift the shear force.
@@ideastatica_en Thank you so much
Hello, I am creating a connection that is similar to a connection in this video, and at the very beginning when the connection is very simple (connection model is just the RHS profile column member and base plate with anchors and concrete) it does not allow me to use the STUB option but reports the following message: 'STUB 1 - Cannot execute the operation. The operation cannot be applied on a welded member.' Do you know what the program means by welded member here and why it does not allow STUB operation?
Hello, the operation STUB can be applied only to a member unaffected by the operation CUT (which is a part of the Operation Base Plate). So as the first operation please use the operation STUB and as a second apply the operation Base Plate.
@@alexanderszotkowski3223 I assumed that was the problem, but thank you very much for the confirmation :)