Welcome to the quiz on "Poorly executed atrium glazing". You may try as many times as you want. Once you score 50% or more, we will issue your CPD certificate via email.
In the authors opinion, what has caused the glass panels to drop/detach from the top frame in this atrium glazing application?
Which of the following loads does not require to be taken into consideration when designing this type of atrium glazing?
Why is it not recommended to use laminated glass with two panes of toughened glass with a PVB interlayer for this kind of overhead applications?
Which of the following glass type also not recommended for this kind of overhead applications?