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Riprap
Retaining Wall
Gabion
Crib
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Built-up Beam
Box beam
I-Beam
Flitch Beam
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Scissors Truss
Fink Truss
Crescent Truss
Howe
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Neutral Axis
Effective length
Kern
Span
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Girder
Continuous beam
Cantilever
Simple beam
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Inflection point
Deflection
Negative Moment
Camber
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Column
Post
Pillar
Pier
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Substructure
Basement
Footing
Foundation
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Footing
Tiebeam
Wall footing
Raft
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Lintel
Wall footing
Tie beam
Footing foundation
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Floating Foundation
Deep Foundation
Core Foundation
Footing Foundation
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Pier
Pole
Pile
Stilt
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Dead load
Wind load
Earth quake load
Live load
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Footing
Pile cap
Joint
Intersection
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12db
6db
4db
8 db
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Stress
Tension
Compression
Strain
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Truss bar
Top bar
Web bar
Bottom bar
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Bar Spacing
Effective Depth
Cover
Bond Strength
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Expansion joint
Isolation joints
Contraction joint
Construction joint
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40 db
16 db
12 db
4 db
40000 sq.mm
50000 sq.mm.
60000 sq.mm.
90000 sq.mm.
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20mm
60mm
40mm
70mm
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40mm
20mm
50mm
70mm
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Moment Diagram
Shear Diagram
Transverse shear
Stress trajectories
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Deflection
Camber
Inflection Point
Effective length
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Web bar
Tie bar
Stirrup
Reinforce bar
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Truss
Vault
Teepee
Arch
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Punching shear
Drop panel
High shear
Max shear
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Non bearing wall
Retaining wall
Party wall
Bearing wall
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Fixed connection
Anchorage
Pin
Welding
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Transition structure
Effective span
Structural grid
Bay
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Fatigue
Fracture
Structural failure
Lateral stability
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Coping
Parapet
Pile cap
Roof
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Timbers
Dimension lumbers
Boards
Yard lumber
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Dimension lumber
Boards
Timber
Yard lumber
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Column
Pile
Post
Pier
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300
400
250
450
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Braced frame
Bearing wall system
Concentric Braced frame
Flexible system
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Quiz Review Timeline (Updated): Mar 19, 2023 +
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