无梁楼盖设计YJK(国外英文资料).doc

无梁楼盖设计YJK(国外英文资料) No girder design ???? Slab-column system design in upper YJK existing modeling, calculation, floor shop drawing can be completed in three modules, and the design of flat slab floor can whole structural modeling and analysis, and other work, is integrated into the other structural design. Decorate in the modeling of flat beam floor of dark beam and column cap, in the upper structure calculation is made of elastic plate 3 or elastic plate 6 model, adding the column cutting calculation, in the floor slab design using the finite element calculation of the floor slab, column and in accordance with the upper band across the plate to the calculation results and the floor construction drawing design. ??????????? In modeling, the dark beams and column caps are placed ??????????? 1, the layout of dark beam ??????????? Flat beam floor board design, upper, middle span way need according to the column reinforcement, the software will be in accordance with the dark beam column to determine the position of upper belt, so users need to decorate in the modeling of dark beam, dark beam according to the way of common beam can be input. ??????????? High gauge 8.2.4: the structure of plate and shear wall shall be constructed in accordance with the following rules: ??????????? 1 seismic design, should in the column in the upper zone set up dark beam structure, dark beam width for column width and 1.5 times on each side of thickness, the sum of dark beam support upper steel area of not less than the column upper with 50% of the reinforced area, and across all pull shall be submitted, according to the lower part of beam reinforcement should not be less than the upper half of the steel... ??????????? Therefore, the size of the dark beam can be entered according to the requirement of the high standard. ??????????? In the upper structure calculation of flat slab floor plate should be chosen according to the elastic plate 3 or elastic plate 6 calculation, this calculation m