thanks guys for your answers
the reason I thought it was only related to rested beams is that when I referred to 1993-1-1 I found the following diagrams all showing that arrow coming upwards as shown at the support and also the table only mentions cases of rigid end post and non rigid end post...
hello everyone,
in EN1993-1-1 6.2.6 Shear there is a requirement to check shear buckling as per 1995-1-1 section 5
as follows
my understanding is this requirement is applicable in case of a beam reseted on a post for example as this is where shear buckling might occur but not for clip angle...
hello everyone,
in EN 1993-1-1 5.2.1 effects of deformed geometry on the structure it is stated that you can calculate alpha_cr as per expression 5.2 provided that axial compression in beams or rafters are not significant and it doesn't state how to calculate alpha_cr when axial compression is...
hello everyone,
in EN1993 5.2.2 structural stability of frames we are allowed to run first order analysis and amplify the horizontal loads if
alpha_cr is <10 and >3 my question is do we also amplify seismic forces in that case or not
considering that there is another condition for amplifying...
thanks HTURKAK I appreciate your help
but actually I was wondering what are the conditions under which the verifications from 6.2.3 to 6.2.10 cannot be performed
and I have to resort to VON MISES
thanks again
hello everyone
in eurocode EN1993 6.2 Resistance of cross-sections 6.2.1(5) it states that:
NOTE The verification according to (5) can be conservative as it excludes partial plastic stress
distribution, which is permitted in elastic design. Therefore it should only be performed where the...
