|
||||||||||||
| load condition | |||
| Post Reply | Engineering Forum | ||
| Posted by: thakur ® 09/03/2010, 01:55:07 Author Profile eMail author Edit |
which load condition is better in c channel case as shown
|
| Post Reply Tell a Friend (must be logged in) Alert Admin About Post |
View All | Previous | Next | |
|
||||
| Replies to this message |
| : load condition | |||
| : load condition -- thakur | Post Reply | Top of thread | Engineering Forum |
| Posted by: knrstod ® 09/13/2010, 15:03:36 Author Profile eMail author Edit |
Your diagram on the left, is best case scenario for loading for c-channel. Take into consideration the I-section for the channel in both diagrams, The strength in your material is related to your longer leg or the web of the channel. Example: C6"-13# channel
where as Iy-y (related to loading in right diagram) is 1.1in^4
Keep in mind though the c-channel will still want to twist under load, even in the vertical orientation (left diagram). |
| Post Reply Tell a Friend (must be logged in) Alert Admin About Post |
Where am I? Original Top of thread | Previous | Next | |
| : : load condition | |||
| : : load condition -- knrstod | Post Reply | Top of thread | Engineering Forum |
| Posted by: efendy ® 09/16/2010, 08:49:21 Author Profile eMail author Edit |
precisely, you could calculate the bending moment and the deflection and then decide which configuration is better. |
| Post Reply Tell a Friend (must be logged in) Alert Admin About Post |
Where am I? Original Top of thread | Previous | | |
© Copyright 2000 - 2012, by Engineers Edge, LLC All rights reserved. Disclaimer