hello
how should I apply wind pressure on internal wall according to eurocode 1991 ? considering the building is enclosed or in other words no dominant face is present
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...
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...
