vehicle load-surcharge load

[aksualigurbuz]

good work...there is an open car park on the top floor in the project at hand, but in this case I was asked to choose the live load. I couldn't get any descriptive information with the surcharge load in ts 498. I know there is aashto, but I couldn't find its Turkish version. Is it possible for you to provide information on the subject? I wonder. In which situations we can choose the load values. I would like to ask you how can I enter values for dead and live load values for parking lots projects.. Good work...

 

[ersinmat]

According to TS498, 500kg/m2 should be taken for vehicles up to 2.5 tons. You can research whether heavier vehicles can come and increase the live load accordingly. For example, we would be glad if experienced friends share how to choose the live load for a 10-ton vehicle. for constant load, you should look at the architectural project and look at the fixed load on the floor you mentioned (if there is soil - how many cm, insulation, coating / coating type, etc.). If there is no detail, I would say do not buy under 250/300 kg/ m2.