How to use the overall calculation result of elastic plate 6 in the floor calculation of the department to be built

First, check the data of drawing isoline in the overall information of the structure. In the calculation control information, the calculation method of elastic plate load is modified to the finite element load guide, and the elastic plate 6 is set in a special plate. Calculation completed. In the calculation results, the elastic plate results can be seen in the isoline.

If the assumption that the whole building is forced to have a rigid floor is checked, it is meaningless to redefine the elastic plate, and the program will still be calculated according to the forced rigid plate.

If the default rigid plate is set as elastic plate (the assumption of forced rigid floor is not checked), it is more accurate to set elastic plate 6 when calculating internal force, but this will greatly increase the calculation amount and slow down the operation speed. When the plane layout is relatively regular and there are no big holes and staggered floors, elastic plates can be omitted. In addition, the elastic plate 6 will produce out-of-plane stiffness (the out-of-plane stiffness of the rigid plate is 0), so part of the load of the floor will be directly transferred to the column instead of passing through the beam, thus making the internal force of the beam smaller and the safety factor of the beam lower.