Thanks for the video. Actually, I find the glazing constraint in elevations vague. For example, when the elevation is 50% glazed, What does that mean, and how does it affect the choice of columns and braces ?
The glazing constraint influences where you can locate your lateral stability system. For example you can't have a shear wall where your glazing is, so I would avoid using shear walls or bracing where glazing is noted. Columns are ok on elevations with glazing, unless they say otherwise.
Thanks for the video. Actually, I find the glazing constraint in elevations vague. For example, when the elevation is 50% glazed, What does that mean, and how does it affect the choice of columns and braces ?
The glazing constraint influences where you can locate your lateral stability system. For example you can't have a shear wall where your glazing is, so I would avoid using shear walls or bracing where glazing is noted. Columns are ok on elevations with glazing, unless they say otherwise.
Make this a series. Considering the lack of content on these. Thanks
please make more of these videos. i am also considering to take the istructe exam