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Primary function of wall systems in buildings
Load transfer and enclosure
Significance of the Monadnock Building
Traditional masonry bearing-wall structure
Why masonry bearing walls become thicker at lower floors
To resist greater gravity loads
Primary cause of bending in walls
Lateral loads and eccentric gravity loads
Vertical reinforcement in masonry walls mainly increases resistance to
Bending and overturning
Construction system using solid walls, floors, and roofs rather than cavity framing
Contemporary masonry bearing wall
Wall system typically used as non-load-bearing infill within a structural frame
Metal and wood stud wall (drywall system)
Vertical reinforcement in walls primarily helps resist
Horizontal displacement
Main purpose of hooks in reinforcement bars
Provide anchorage and embedment length
Hook angle commonly required for seismic detailing
90°
Purpose of splices in reinforced concrete
Join reinforcement bars
A lap splice transfers force between bars mainly through
Bond and friction
Couplers in heavily reinforced columns
Reduce congestion
Column reinforcement is placed near the perimeter primarily to
Resist bending and provide confinement
Function of ties in columns
Prevent bar buckling and resist shear
Reason spiral reinforcement in columns is preferred in seismic zones
Improves ductility
Ties in reinforced concrete walls
Always required
Function of form ties in wall formwork
Support wet concrete pressure
Most appropriate solution for excessive lateral deflection in a masonry wall
Add vertical reinforcement
Issue if wall reinforcement is placed only on one face of a thick wall
Uneven stress distribution
Rule of thumb for estimating depth of a concrete beam and width relative to column
True