snow load

Erdem

New Member
Hello, we have a structure with a terrace, how can the snow load on the terraces be defined, is it okay if we use G:0.3 Q:0.5?
 
"Erdem":1g2fmn45" said:
Hello, we have a terrace complex, how can the snow load be defined on the terraces, can we use G:0.3 Q:0.5?
What will the snow load be taken from TS498 article 7, article 8 and article 9' It is given in the form of a chart depending on the geographical location of the building and the meteorological conditions of the geographical location. For details, see the articles in TS498. Snow load also falls under the live load (Q) class. You can add the snow load to the Q value of the floor you will define in the terrace section.
 
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