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The reasons to limit lateral deflection are: - To avoid damage problem in building associated with shear racking and bending deflection. - To avoid uncomfortable horizontal movement of the occupants

7.1. Overall Structural Behavior of VS 7.2. Shear Wall Subsystem 7.3. Shaft (Tube) Subsystem 7.4. Rigid Frame Subsystem

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11.1. Arch Systems 11.2. Suspension Systems 11.3. Shell Systems 11.4 New Spatial Structures

5.1. Dead Loads 5.2. Live Loads, Snow and Wind Loads 5.3. Earthquake Loads 5.4. Internal and External Movement 5.5. Response of structures and codes

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