Snow load and carrier system coefficient selection

M

mehmetba

New Member
There are coating load and snow load parts in the static part of the coatings on the roofs, the coating load is known, does the program define a load when the snow load part is left blank? If so, what is it? Secondly, what should the carrier system coefficient be in a single column and console type parking lot project? According to what?
 
Hello there; If no value is entered in the snow load section, the program takes 0. The program cannot assign a load for any load that you do not enter a value for. As you know, if a coating is defined; In accordance with TS 498, wind loads are effected on the pavement. You can get these controls from reports. For example, if you get a steel purlin report for the coating load, you can examine the loads in detail. You should choose the carrier importance factor in accordance with TDY 2007. Good work.
 
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