Chapter 6 Overall Design of Horizontal Subsystem 6.1.Overall Structural Behavior of HS 6.2.Flat-Slab Subsystem 6.3.Slab-Beam Subsystem 6.4.Joist-Girder Subsystem 6.5.Waffle Subsystem 6.6.Space Truss Subsystem
Chapter 6 Overall Design of Horizontal Subsystem 6.1. Overall Structural Behavior of HS 6.2. Flat-Slab Subsystem 6.3. Slab-Beam Subsystem 6.4. Joist-Girder Subsystem 6.5. Waffle Subsystem 6.6. Space Truss Subsystem
Fig.The minimal thickness of floor slab in Chinese Code 板的类别 最小厚度(mm) 屋面板 60 民用建筑楼板 60 单向板 工业建筑楼板 70 行车道下的楼板 80 双向板 80 肋间距小于或等于700mm 40 密肋板 肋间距大于700mm 50 板的悬臂长度小于或等于500mm 60 悬臂板 板的悬臂长度大于500mm 80 无梁楼板 150
Fig. The minimal thickness of floor slab in Chinese Code
Chapter 7 Overall Design of Vertical Subsystem(VS) 7.1.Overall Structural Behavior of VS 7.2.Shear Wall Subsystem 7.3.Shaft (Tube)Subsystem 7.4.Rigid Frame Subsystem 7.5.Deflections
Chapter 7 Overall Design of Vertical Subsystem(VS) 7.1. Overall Structural Behavior of VS 7.2. Shear Wall Subsystem 7.3. Shaft (Tube) Subsystem 7.4. Rigid Frame Subsystem 7.5. Deflections
7.1.Overall Structural Behavior of VS Many structural solutions are combined with four basic types: (1) Shear wall subsystem (2) Vertical shaft(tube) (3) Rigid beam-column frame (4) Pin-connected slender columns
7.1. Overall Structural Behavior of VS Many structural solutions are combined with four basic types: (1) Shear wall subsystem (2) Vertical shaft(tube) (3) Rigid beam-column frame (4) Pin-connected slender columns
Fig.7-1 Shafts and Rigid Frame subsystem (b)SHAFTS:(WALLS CAN BE SOLID OR TRUSSED) ROOF LOAD FLOOR OAD HORIZONTAL LOAD RESISTANCE. RESISTANCE c)RIGID FRAMES:(REQUIRE STIFF COLUMN CONNECTORS) ROOF LOAD HORIZONTAL LOAD FLOOR LOAD 11111111 个 RESISTANCE RESISTANCE
Fig. 7-1 Shafts and Rigid Frame subsystem