Can we use pad foundation from 57:43 for fixed base connection verification? Can we check pier for concrete pull-out failure, concrete pry-out failure etc.?
hello there is no bares at lower flange of beams, even if you make: at joints where adjoining elements are located. could you please explain this to me?
wow best work
Can we use pad foundation from 57:43 for fixed base connection verification? Can we check pier for concrete pull-out failure, concrete pry-out failure etc.?
could you pleasee explaine to me whay you take for backling y 1.3 for inside beam and 0.35 for ouside beam
hello
there is no bares at lower flange of beams, even if you make: at joints where adjoining elements are located. could you please explain this to me?
How can You make final report if status is "Out of date"? Are You sure that is it right?
Hi, thanks
When you design elements create groups & use group design option
how can i put purlin into upper flange?
ليش مافي صوت
when you make groups make optimization my friend :)