The applied free additional reinforcement (free rectangle, free circular, or free polygon) is not considered in the punching shear design or calculation.
What does the design information mean: Geometry error left side: End plate of the girder: Lambda2 >1.4 Column flange: Lambda2 >1.4 I cannot find an explanation in the manual or online.
I have generated a load from an area load on a circular opening. If the radius is 1.0 m and the load is 10 kN/m², the resultant should be 31.416 kN. The recalculated load on the line should be 5.0 kN/m. However, the value of the converted load is 4.968 kN/m. Why?
I used the method of intersections to create an opening in a circular cylindrical wall surface.How can I hide these auxiliary surfaces to create an intersection?
Why does the Results navigator only display the total reinforcement under "Required Reinforcement" and not the top and bottom reinforcements separately?