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verification ali profile hea

  • Thread starter Thread starter stunt88
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stunt88

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Should I install a hoist trolley with wheels running on the lower wings of a hea180 profile as I verify the resistance of the wings?
 
I don't see any thanks. a feedback is simply to write if and how the answer was useful.
 
Should I install a hoist trolley with wheels running on the lower wings of a hea180 profile as I verify the resistance of the wings?
little targeted question. be more specific, provide all the data at your disposal and finally invite you to submit some proposals.
 
you have to post the information of how it is the crane (to bounce.... between columns...subtrave of span ...) ...types of loads, how is the cart etc.
in reality the system must follow the regulations regarding the sector.... but we can make a qualitative reasoning.
 
the hoist trolleys, whether fixed or mobile, manual with chain or push, all have the reference size for mounting in beams and for flow. clearly the beam must be used and correctly bound.
an example qui.

What's wrong?scheda_carrelli_a_spinta_modello_gct_c1.webpfirst you need to recover a good catalog with dimensions and moments of inertia.

for the size we are qui:
Screenshot_20220128_205727.jpg
 
Last edited:
the hoist trolleys, whether fixed or mobile, manual with chain or push, all have the reference size for mounting in beams and for flow. clearly the beam must be used and correctly bound.
an example qui.

What's wrong?View attachment 64537first you need to recover a good catalog with dimensions and moments of inertia.

for the size we are qui:
View attachment 64536
exactly this is the application! installing a cart with a 1ton flow rate how do I verify that the lower wings on which the wheels rest do not undergo deformations?
 
exactly this is the application! installing a cart with a 1ton flow rate how do I verify that the lower wings on which the wheels rest do not undergo deformations?
but of course everything depends on the boundary conditions, the default geometry and the material.
 
constraints? The forces? would serve a scheme
the sliding trolley will bring loads of about 1ton. the beam is anchored on the upper loft, but what I wanted to know is only how to verify the resistance of the profile wings
 
depends on the classification of the section, the stresses in play, insomma as already mentioned by the boundary conditions. localized instability may occur. There are very specific rules.
 
depends on the classification of the section, the stresses in play, insomma as already mentioned by the boundary conditions. localized instability may occur. There are very specific rules.
It is true what you say but our friend would like to do something smarter.

if you take the wing and see it as a beam framed the loads with the strength of the wheels of one side and check with bending and cutting.
Screenshot_20220211_041904~2.jpg
 

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