Defining point load on slab

Thank you. So how do I define a point load to the point I have determined on the slab? By defining the load to the node? Or should I define a column at that point and give it a load on the column?
 
"eraycnar":12jh4cls" said:
Thank you. So how should I define a point load on the point I have determined on the slab? Is it appropriate to define a point load on the node by defining a load on the node? You don't need to define a column or find a joint. You can enter point load with the point slab load command in the slab toolbar with the slab command. Or follow the menu path in the attached picture. Enter the point slab load values. Leave it anywhere on the slab you want. Let it be done...
 
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