|
||||||||||||
| deflection | |||
| Post Reply | Engineering Forum | ||
| Posted by: eddie ® 08/23/2010, 10:43:43 Author Profile eMail author Edit |
1550 span with 60 x 40 x 6 mm ange with 2 point load at 500mm centres @ 50kg.
please confirm strenght of deflection for both and angle iron size |
| Post Reply Tell a Friend (must be logged in) Alert Admin About Post |
View All | Previous | Next | |
|
||||
| Replies to this message |
| : deflection | |||
| : deflection -- eddie | Post Reply | Top of thread | Engineering Forum |
| Posted by: Pinkerton ® 08/23/2010, 11:36:24 Author Profile eMail author Edit |
As soon as you tell me how long this piece of string is. Is the angle edge up, edge down or laying on both edges as an inverted "V"? Is the load shock or gentle? How are the ends supported? Sitting on something or part of a frame? Welded? Bolted? Nailed? Glued? Duct tape? Can/will the frame deflect inwards under shock load (pin cushion)? Dave |
| Post Reply Tell a Friend (must be logged in) Alert Admin About Post |
Where am I? Original Top of thread | Previous | Next | |
| : : deflection | |||
| : : deflection -- Pinkerton | Post Reply | Top of thread | Engineering Forum |
| Posted by: eddie ® 08/24/2010, 14:30:57 Author Profile eMail author Edit |
the angle is formng part of headed frame which has two plates one welded either end which will be supported by anchors drilled into concrete either end.
there is no shock load 40mm edge angle is up |
| 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