REINFORCED CONCRETE ACCOUNT AXIS IN RADIUM FLOORING

[burak77]

IS THERE A RULE REGARDING DRAWING REINFORCED CONCRETE ACCOUNT AXIS IN DRAWING FLOOR DRAWING? FOR EXAMPLE; WHEN I PUT 1 REINFORCED CONCRETE ACCOUNT AXLE EACH HORIZONTAL AND VERTICALLY ON A RAFT FLOOR WITH THE DIMENSIONS 25 * 32, I GET RESULTS WITHOUT AN ERRORS. BUT I was wondering, 32 m. BUT I was wondering, it is perpendicular to the 32 m EDGE EDGE BUT THE AUTHORSATE ATTENTION TO THE BUTNESCAPY SHOULD WE SHIP MORE THAN ONE? THANKS GOOD WORK

 

[Levent Özpak]

There is no clear rule regarding the definition and number of the reinforcement account axle. The location, number and working distance of the axis of the calculation are entirely at the discretion of the engineer. If the raft is a basic rectangle, one reinforcement axis in both directions is sufficient. In case of an indented and protruding raft area, reinforcement axles can be arranged separately for recesses and protrusions for more accurate metering. In addition, in order to provide reinforcement economy depending on the situation, the location of the calculation axes can pass through the place where the moments are the least. The moments of the calculation axis and the required reinforcement areas can be examined from the raft slab reinforced concrete dialog and from the 3D frame mode in the Perspective Window.