Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations SSS148 on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

cosine distribution

Status
Not open for further replies.

ABV97

New member
Jan 10, 2014
35
Hi,
I am dealing with a beam having a reaction moment in the middle of the beam. Beam is simply supported. Assumption is that the load have a cosine distribution with a running load w = (pi*2 x M)/L*2 x 2 [lb/in].
Does anybody know where can I find more information about cosine load distribution, confirming that formula?

Thank you in advance all
 
Replies continue below

Recommended for you

so the beam is fwd/aft ?

is the beam an I section with a G extrusion welded onto it (so the extrusion is supporting the I beam) ?

if the box has a slot in it (for the G extrusion) how is the box attached to the extrusion ?

Quando Omni Flunkus Moritati
 
...the beam is fwd/aft oriented, G extrusion is welded on the bottom of the box and the box and the G extrusion with his slot facing down slides over the I extrusion....than having stops in the front and aft and the box is completely fixed...
 
"having stops in the front and aft and the box is completely fixed" this sounds like there are discrete (two?) attachments between the box and the beam ... so i think you can represent the beam loading as either ...

1) a simple couple at the discrete attmts (interpolate, linear varying, if more than 3)
2) discrete tension loads and linear varying compression (contact)

a full wave cosine distribution (peaks at ends) sounds overly and unnecessarily complicated; but you could apply this loading ... just make the toatl moment of the applied load equal to the applied ... should be easy enough.

Quando Omni Flunkus Moritati
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor