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Concrete Structures Quiz One
Vocab and def. for quiz one in concrete structures
18
Civil Engineering
Undergraduate 3
01/19/2010

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Term
Ultimate Limit States
Definition
Involve a structural collapse of part or all of the structure.
1) loss of equilibrium (tipping/sliding)
2) rupture (of critical parts leading to collapse)
3) Progressive collapse (world trade centers)
4) formation of a plastic mechanism
5) Instability
6) Fatigue
Term
Serviceability limit States
Definition
Disruption of the functional use, but not neccesarily collapse.
1) excessive deflections
2) excessive crack widths
3) undesireable Vibrations
Term
Special Limt States
Definition
Damage or failure due to abnormal conditions:
1) earthquakes
2) vehicular collisions
3) corrosion
Term
Basic Design Relationship
Definition
Resistance is > or = to load effects
Term
phi
Definition
Strength Reduction Factor
is < 1
Term
alpha
Definition
Load Factor
is > 1
Term
Safety Index
Definition
Term
Strength Design
Definition
Current Design Code: members shall be designed to have design strengths at all sections at greater than or equal to the required strengths
*material strengths are not neccesarily in elastic region
*applied loads are increased by a factor of more than one
Term
Working Stress Design
Definition
can't account for uncertainty, creep, shrinkage. Over estimates Materials
*material strengths are within elastic region
*applied loads are not factored
Term
Permanent loads (D,F AND T)
Definition
a=1.2
Term
Principal variable loads (L,S and W)
Definition
a=1.6
Term
COmapnion-action variable loads (L,S and W)
Definition
a=(0.2) through (1.0)
Term
Strength Reduction factors:
Tension controlled Sections
Definition
phi=0.9
Term
Strength Reduction factors:
Compression controlled sections
(spiral reinforcement)
Definition
phi=0.75
Term
Strength Reduction factors:
Compression-controlled sections
(other compression-controlled sections)
Definition
phi=0.65
Term
Strength Reduction factors:
Shear and torsion
Definition
phi=0.75
Term
Strength Reduction factors:
Bearing on Concrete
Definition
Phi=0.65
Term
Strength Reduction factors:
Strut and Tie Model
Definition
Phi=0.75
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