Serviceability Load combinations for foundation design
1 post in this topic
Recently Browsing 0 members
No registered users viewing this page.
Hi I am new to eurocode and to member design job. Can anyone please help me how to arrive load combination and in what way... If any example or you had designed, please share to my mail id.
Please help and guide me
Thanking you for your time.
Hi! I am looking for an example of a supporting construction for a suspended crane in a production hall. I am also wondering is the crane girder a simple beam when it's suspended. I found an example but for a bridge crane. And my second question is how to combine loads produced by machines (dynamic loads) because I didn't find any texts in Eurocodes on how to combine this loads with the static and accidental loads. I am going to use factor 1, but I am not really sure if it is right.
How do you read this:
NOTE 1 Depending on its uses and the form and the location of a building, the combinations of actions may be based on not more than TWO variable actions."
Depending on what? Uses, form and location? How these affect the combinations?
If we have imposed load, snow, wind and crane loads, we must combine
only TWO of them in our combination?
But in the tables below it is written:
Leading variable action + Accompanying variable actionS! How many are the accompanying actions if all the variable actions are not more than TWO, of which one is leading?