sifting

[gtemp]

Bye to all,
I wanted to ask you the following question.
with what theory would you verify the resitent section of this lever?
could you fit in the case of a lifting hook?

Thank you.

 

[Mario SJPD]

as the calculations do not know.:biggrin:
but so to the eye there is little "hot" (read material) around that hole
you want to forgive me, but I couldn't answer.

 

[Preparation-H]

Bye to all,
I wanted to ask you the following question.
with what theory would you verify the resitent section of this lever?
could you fit in the case of a lifting hook?

Thank you.

Yes but without manco 2 data...

Hi.
p-h

 

[gtemp]

Yes but without manco 2 data...

Hi.
p-h

for band bass, you're right there's a little bug around that hole.


hp: lever stuck at the hole
load: applied on the free extremity of the lever
Type of load: strength p and torque moment

the question remains the same, with what theory do I verify the section of the lever?
Thank you.

 

[AlbertoC]

for band bass, you're right there's a little bug around that hole.


hp: lever stuck at the hole
load: applied on the free extremity of the lever
Type of load: strength p and torque moment

the question remains the same, with what theory do I verify the section of the lever?
Thank you.

the answer is always that:biggrin: the science of constructions, 2 accounts and you know where helmets.http://it.wikipedia.org/wiki/azione_esternaalbert

 

[pollo]

If you want ready parrot, use aise-tr7-76 ladle hooks design (specific for lamellar hooks used in steel field) with the firmness that you do not have a circular throat.

However, given the simplicity, I would do two hand accounts with three framed beams
Hi.

 

[gtemp]

If you want ready parrot, use aise-tr7-76 ladle hooks design (specific for lamellar hooks used in steel field) with the firmness that you do not have a circular throat.

However, given the simplicity, I would do two hand accounts with three framed beams
Hi.

Hi, I didn't get the ready parrot, I was just asking if the hook theory could be okay, but the idea of 3 framed beams I don't mind.

Thank you.

 

[Pastorman75]

procedure (which is always that):

1) solve with de saint venant the beam in the two vertical and horizontal sections
2) calculation of sigma and tau due to the stresses found in point 1
3) consider:

a) concentration factor of tensions in corners
(b) high safety factor (especially if it is a safety component)

4) dimensional the various sections of the beam (if you want to do it in a variable section) or the most stressed section (continuous section beam).

greetings

 

[AMinati]

a nice fem analysis not?

aminati

 

[Pastorman75]

for point 3a could be useful.