How to neglect the torsion in the beams

ammer

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DEAR ALL MEMBERS :D :D :D
hOW TO NEGLECT THE TORSION IN THE BEAMS?
OR ONLY 10% SHOULD ACTIVES IN THE MODEL
 
ammer":100r19te' Alıntı:
DEAR ALL MEMBERS :D :D :D
hOW TO NEGLECT THE TORSION IN THE BEAMS?

Hi Ammer,
select these options on following screen shots I added below and after that reanalyse your system.
(Conformance torsion check should be enabled for per beam)
 

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hi mr hakan
many many thanks to your explanation :D :D :D :D :D
and do not need to adjust the torsion's constant to 10% or less?
 
ammer":3v362iap' Alıntı:
hi mr hakan
many many thanks to your explanation :D :D :D :D :D
and do not need to adjust the torsion's constant to 10% or less?
Hi ammer,
if you need to adjust torsion's moment of inertia as %10 of torsion's moment of inertia or as any value, you should define your torsion's moment of inertia in beam settings for per beam.

But in that case, you wont select this option in beam parameters
 

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