溷凝土课程设计(国外英文资料).docVIP

溷凝土课程设计(国外英文资料) Design of concrete structure curriculum Student name: Mary Study number: 200807152044 Advisor: jiang cui xiang College: college of science Specialty: engineering mechanics In May 2010, i. catalogue Design data 1 Board design 1 2.1 load 2 2.2 internal forces calculate 2 The load capacity of 2.3 is calculated by 3 The design of the second beam is 4 3.1 4 load 3.2 internal forces calculate 4 The bearing capacity of 3.3 sections is calculated by 5 The design of the main beam is 7 4.1 7 4.2 internal forces calculate 8 The bearing capacity of section 4.3 is 11 The main beam of 4.4 is 13 - I - Design of concrete structure curriculum 1. The design data This design is designed for the design task book which corresponds to the design of 44. Within the object as a multi-layer workshop, using frame structure, the side column for the brick wall, floor adopts the cast-in-place reinforced concrete single rib plate slab floor, floor live load standard value of 6.0, floor beam layout, as shown in figure 1. Floor layer is cement tile floor (brick thick 25, including cement coarse sand bottom), self-weight 0.65. The bottom of the board and the side of the beam are made of 15 thick mixed mortar. Inside the wall, the second beam reaches into the wall, the main beam is inserted into the wall, the section size of the column is. The concrete adopts C25 (= 11.9), and the force of the beam adopts HRB335 steel bar (= 300), and the rest is adopted by HPB235 (= 210). Fig.1 floor plan 2. The design of the plate The plate is designed by the method of plastic internal force. According to the rigidity condition plate, the minimum thickness of the floor of the industrial building is the thickness of the slab, the height of the cross section and the width of the section. The geometry and the calculation of the board are shown in figure 2. Figure 2 geometric dimensions and calculation schematic 2.1 load The constant load Board weight Floor surface (0.65) Ceiling plaster 0.01517 = 0.26