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Frames and Walls Lateral Stability
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Frames and Walls Lateral Stability. A beam simply supported by two columns is not capable of resisting lateral forces unless it is braced. If the joints.

Dec 30, 2015

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Janis Underwood
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Page 1: Frames and Walls Lateral Stability. A beam simply supported by two columns is not capable of resisting lateral forces unless it is braced. If the joints.

Frames and WallsLateral Stability

Page 2: Frames and Walls Lateral Stability. A beam simply supported by two columns is not capable of resisting lateral forces unless it is braced. If the joints.

• A beam simply supported by two columns is not capable of resisting lateral forces unless it is braced.

• If the joints connecting the columns and beam are capable of resisting both forces and moments, then the assembly becomes a rigid frame.

Page 3: Frames and Walls Lateral Stability. A beam simply supported by two columns is not capable of resisting lateral forces unless it is braced. If the joints.

• If we fill in the plane defined by two columns and a beam, it becomes a loadbearing wall that acts as a long, thin column in transmitting forces to the ground.

Page 4: Frames and Walls Lateral Stability. A beam simply supported by two columns is not capable of resisting lateral forces unless it is braced. If the joints.
Page 5: Frames and Walls Lateral Stability. A beam simply supported by two columns is not capable of resisting lateral forces unless it is braced. If the joints.

• Any opening in a loadbearing wall weakens its structural integrity. A lintel or arch must support the load above a door or window opening and allow the flow around the opening to sections of the wall

Page 6: Frames and Walls Lateral Stability. A beam simply supported by two columns is not capable of resisting lateral forces unless it is braced. If the joints.
Page 7: Frames and Walls Lateral Stability. A beam simply supported by two columns is not capable of resisting lateral forces unless it is braced. If the joints.

Lateral Stability

• The structural elements of a building must be sized, configured, and joined to form a stable structure under any possible load conditions.

• A structural system must be designed to not only carry vertical gravity loads, but also withstand lateral wind and seismic forces from any direction.

Page 8: Frames and Walls Lateral Stability. A beam simply supported by two columns is not capable of resisting lateral forces unless it is braced. If the joints.
Page 9: Frames and Walls Lateral Stability. A beam simply supported by two columns is not capable of resisting lateral forces unless it is braced. If the joints.

Lateral Forces

• They are considered to act parallel to the ground plane

• They may occur at many angles other than the horizontal

Page 10: Frames and Walls Lateral Stability. A beam simply supported by two columns is not capable of resisting lateral forces unless it is braced. If the joints.

Types of Lateral Forces

External Lateral Forces:1.Wind Force2.Seismic Force3.Fluid pressure from water and other liquid4.Soil against a basement or retaining wall5.Sand, grain, coal or wood chips in a storage

bin

Page 11: Frames and Walls Lateral Stability. A beam simply supported by two columns is not capable of resisting lateral forces unless it is braced. If the joints.

• Wind Load is influenced greatly by local terrain

• Upon contact with a building, it can produce pressure and suction forces on any surface of a building and the pressure will tend to balloon the building outward.

Page 12: Frames and Walls Lateral Stability. A beam simply supported by two columns is not capable of resisting lateral forces unless it is braced. If the joints.
Page 13: Frames and Walls Lateral Stability. A beam simply supported by two columns is not capable of resisting lateral forces unless it is braced. If the joints.
Page 14: Frames and Walls Lateral Stability. A beam simply supported by two columns is not capable of resisting lateral forces unless it is braced. If the joints.

• Seismic Load – forces generated by inertia of building mass as ground moves below the structure

• The effect is internal

Page 15: Frames and Walls Lateral Stability. A beam simply supported by two columns is not capable of resisting lateral forces unless it is braced. If the joints.
Page 16: Frames and Walls Lateral Stability. A beam simply supported by two columns is not capable of resisting lateral forces unless it is braced. If the joints.
Page 17: Frames and Walls Lateral Stability. A beam simply supported by two columns is not capable of resisting lateral forces unless it is braced. If the joints.

• Flood waters can produce devastating effect and can destroy foundations of bridges and buildings

Page 18: Frames and Walls Lateral Stability. A beam simply supported by two columns is not capable of resisting lateral forces unless it is braced. If the joints.
Page 19: Frames and Walls Lateral Stability. A beam simply supported by two columns is not capable of resisting lateral forces unless it is braced. If the joints.
Page 20: Frames and Walls Lateral Stability. A beam simply supported by two columns is not capable of resisting lateral forces unless it is braced. If the joints.

• Internal Lateral Force – restrained movement associated with temperature change

• If prevented from expanding or contracting, a material will undergo internal forces and stresses.

Page 21: Frames and Walls Lateral Stability. A beam simply supported by two columns is not capable of resisting lateral forces unless it is braced. If the joints.
Page 22: Frames and Walls Lateral Stability. A beam simply supported by two columns is not capable of resisting lateral forces unless it is braced. If the joints.
Page 23: Frames and Walls Lateral Stability. A beam simply supported by two columns is not capable of resisting lateral forces unless it is braced. If the joints.

Horizontal Diaphragm

• A rigid floor structure, acting as a flat, deep beam, transfers lateral loads to vertical shear walls, braced frames or rigid frames

Page 24: Frames and Walls Lateral Stability. A beam simply supported by two columns is not capable of resisting lateral forces unless it is braced. If the joints.
Page 25: Frames and Walls Lateral Stability. A beam simply supported by two columns is not capable of resisting lateral forces unless it is braced. If the joints.

• Rigid Frame – a steel or reinforced concrete frame with rigid joints capable of resisting changes in angular relationships.

• Shear Wall – a wood, concrete, or masonry wall capable of resisting changes in shape and transferring lateral loads to the ground foundation.

• Braced Frame – a timber or steel braced with diagonal members.

Page 26: Frames and Walls Lateral Stability. A beam simply supported by two columns is not capable of resisting lateral forces unless it is braced. If the joints.
Page 27: Frames and Walls Lateral Stability. A beam simply supported by two columns is not capable of resisting lateral forces unless it is braced. If the joints.
Page 28: Frames and Walls Lateral Stability. A beam simply supported by two columns is not capable of resisting lateral forces unless it is braced. If the joints.
Page 29: Frames and Walls Lateral Stability. A beam simply supported by two columns is not capable of resisting lateral forces unless it is braced. If the joints.
Page 30: Frames and Walls Lateral Stability. A beam simply supported by two columns is not capable of resisting lateral forces unless it is braced. If the joints.
Page 31: Frames and Walls Lateral Stability. A beam simply supported by two columns is not capable of resisting lateral forces unless it is braced. If the joints.

Structural Patterns

Page 32: Frames and Walls Lateral Stability. A beam simply supported by two columns is not capable of resisting lateral forces unless it is braced. If the joints.
Page 33: Frames and Walls Lateral Stability. A beam simply supported by two columns is not capable of resisting lateral forces unless it is braced. If the joints.
Page 34: Frames and Walls Lateral Stability. A beam simply supported by two columns is not capable of resisting lateral forces unless it is braced. If the joints.

References:

• http://arch.umd.edu/Tech/Tech_III/Lectures/Lateral_Forces_&_Framing/Introduction_to_Lateral_Forces.pdf

• Building Construction Illustrated Francis DK Ching Fourth Edition