I have attached the beam condition on my ETABS.
The continuos beam that I was mention is beam 356x203x71.4.
So the matter is the beam ratio is high about 1.8. It's beacause the beam was determined by the program as simple steel ( not the composite beam). So the stud of the deck to beam is being...
Sorry for the mistake with double post, I have deleted the previous post.
So do you mean I have to braced the continuos beam on the negative moment.
If I braced the the bottom flange with web stiffener on both side,so could it be braced the negative moment? If not, have u any suggestion to...
Hi all,
I'm confusing about the ratio unbraced length for LTB, MAJOR & MINOR on the steel beam. There is the deck above the steel beam which connected with stud. The length of the beam is 9000 mm and the spacing of the stud is 250 mm
So my question is ,How much the ratio of the unbraced length...
