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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 |
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Serviceability limit States |
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Definition
Disruption of the functional use, but not neccesarily collapse. 1) excessive deflections 2) excessive crack widths 3) undesireable Vibrations |
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Damage or failure due to abnormal conditions: 1) earthquakes 2) vehicular collisions 3) corrosion |
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Basic Design Relationship |
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Definition
Resistance is > or = to load effects |
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Definition
Strength Reduction Factor is < 1 |
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Definition
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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 |
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Definition
can't account for uncertainty, creep, shrinkage. Over estimates Materials *material strengths are within elastic region *applied loads are not factored |
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Permanent loads (D,F AND T) |
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Definition
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Principal variable loads (L,S and W) |
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Definition
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COmapnion-action variable loads (L,S and W) |
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Strength Reduction factors: Tension controlled Sections |
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Strength Reduction factors: Compression controlled sections (spiral reinforcement) |
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Strength Reduction factors: Compression-controlled sections (other compression-controlled sections) |
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Strength Reduction factors: Shear and torsion |
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Strength Reduction factors: Bearing on Concrete |
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Strength Reduction factors: Strut and Tie Model |
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