Many thanks for your lovely comments! We really appreciate your feedback and are delighted that you found our content informative and valuable. We strongly believe that having a solid understanding of design principles and constantly seeking knowledge are key to producing outstanding designs. Thanks again for watching!
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Is this where secondary moments come about? you already have a moment in the beam being connected to the column…then with the bracing member coming in and essentially connected to the beam…you have BM from the beam under normal loading and Localised BM at the end of the beam from bracing….is this the correct use of the term secondary moments…?
Thank you for your question! You are correct that the term "secondary moments" refers to additional bending moments that arise due to the connection of the beam to other structural members, such as bracing members. These moments can contribute to the overall behavior of the structure, so it's important to consider them in design. If you have any more questions or comments, feel free to ask!
Thank you for reaching out to us. We apologize for the delay in getting back to you. We've been receiving a high volume of emails lately and we're doing our best to respond to everyone as soon as we can. Rest assured that we'll get back to you as soon as possible. Thank you for your patience and understanding.
Absolutely exemplary. This is the basis of great design. There is no substitute for great erudition
Many thanks for your lovely comments! We really appreciate your feedback and are delighted that you found our content informative and valuable. We strongly believe that having a solid understanding of design principles and constantly seeking knowledge are key to producing outstanding designs. Thanks again for watching!
Thanks for sharing this awesome video! I really enjoyed it and learned a lot. Keep up the great work!
Thank you for watching and taking the time to leave such a positive comment! We're thrilled that you found the video awesome and informative. We'll definitely keep up the great work and continue to produce high quality content. Thanks again for your support!
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Is this where secondary moments come about? you already have a moment in the beam being connected to the column…then with the bracing member coming in and essentially connected to the beam…you have BM from the beam under normal loading and Localised BM at the end of the beam from bracing….is this the correct use of the term secondary moments…?
Thank you for your question! You are correct that the term "secondary moments" refers to additional bending moments that arise due to the connection of the beam to other structural members, such as bracing members. These moments can contribute to the overall behavior of the structure, so it's important to consider them in design. If you have any more questions or comments, feel free to ask!
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Thank you for reaching out to us. We apologize for the delay in getting back to you. We've been receiving a high volume of emails lately and we're doing our best to respond to everyone as soon as we can. Rest assured that we'll get back to you as soon as possible. Thank you for your patience and understanding.