EXAMPLE 9. INTEGRATED EXAMPLES OF FLAT PLATES

EXAMPLE 9 - FLAT PLATES 15 We load the plate with Permanent (1.44KN/m2) and Mobile (2.39KN/m2) loads. The value of the permanent that we define by entering the loads does not include the same weight. This is why we choose the Same Weight on the Permanent in the Load Determination. We select the command and with a window across the floor plan. We enter Permanent (1.44KN/m2) and Mobile (2.39KN/m2) as stresses on the Plates. 2. Loads