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Questions and Answers
What is the WIND-BORNE DEBRIS REGION?
What is the WIND-BORNE DEBRIS REGION?
Areas within hurricane-prone regions.
What condition defines SUBSTANTIAL STRUCTURAL DAMAGE? (Select all that apply)
What condition defines SUBSTANTIAL STRUCTURAL DAMAGE? (Select all that apply)
What does 'Floor live load' refer to?
What does 'Floor live load' refer to?
The uniformly distributed, concentrated, and impact load used in floor design.
What is included in earthquake design data?
What is included in earthquake design data?
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What loads should be indicated under Special loads?
What loads should be indicated under Special loads?
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What does ACI 318 refer to?
What does ACI 318 refer to?
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What does 'Structural walls' provide?
What does 'Structural walls' provide?
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What does a diaphragm do in structural engineering?
What does a diaphragm do in structural engineering?
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What is the minimum linear load design for handrails?
What is the minimum linear load design for handrails?
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What is the concentrated load design for grab bars?
What is the concentrated load design for grab bars?
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What should vehicle barriers for passenger vehicles be designed to resist?
What should vehicle barriers for passenger vehicles be designed to resist?
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What is the design requirement for live loads in Passenger vehicle garages?
What is the design requirement for live loads in Passenger vehicle garages?
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What areas of roofs are considered occupiable?
What areas of roofs are considered occupiable?
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Study Notes
Wind-Borne Debris Region
- Designates areas in hurricane-prone regions that are exposed to debris propelled by strong winds.
Substantial Structural Damage
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Definition: Structural damage classification when:
- Vertical elements in the lateral force-resisting system experience over 33% reduction in lateral load capacity.
- Any vertical component supporting over 30% of the structure's floor and roof area sees over 20% reduction in capacity, with remaining capacity less than 75% of the required value for new buildings.
Floor Live Load
- Refers to the loads from occupants and furniture; must be indicated for design and may involve reduction methods.
Earthquake Design Data
- Must include vital seismic information in designs, such as risk category, seismic importance factor, mapped spectral acceleration, and design base shear.
Special Loads
- Buildings must indicate special loads relevant to the structure’s design, including photovoltaic systems which must have their dead load specified.
Structural Deflection Standards
- Reinforced concrete, steel, masonry, and aluminum structural members must adhere to specific deflection limits as per relevant codes (e.g., ACI 318, AISC 360).
Structural Walls
- Must provide load-bearing resistance and be anchored properly to ensure stability against lateral forces.
Diaphragm Stiffness
- A diaphragm is considered rigid for shear distribution when its lateral deformation is within twice the average story drift limits.
Risk Category Assignment
- Each building must be assigned a risk category based on occupancy and related standards, ensuring appropriate safety measures are in place.
Structural Actions Resistance
- Members and systems must be designed to resist forces from earthquakes and wind, with load paths that transmit forces to the foundation.
Uniform Live Loads
- Live loads should reflect maximum expected use but must comply with minimums specified in design codes, ensuring safety and stability.
Concentrated Live Loads
- Surfaces must sustain either prescribed uniformly distributed or concentrated loads, whichever demands greater structural performance.
Partition Loads
- Weight considerations for partitions are required unless minimum specified live load thresholds are met.
Attic Live Load Specifications
- Attic live load applies to specific accessible sections; non-accessible portions have distinct load requirements.
Handrails and Guards
- Must withstand specified loads including a linear load of 50 plf and concentrated loads of 200 pounds.
Vehicle Barriers
- Designed to resist concentrated loads of 6,000 pounds for passenger vehicles.
Elevator Load Design
- Components exposed to dynamic elevator loads need to accommodate specified impact loads and deflection limits.
Machinery Load Considerations
- Machinery weight considerations must include an increased load for impact depending on the type of machinery.
Passenger Vehicle Garages
- Live loads in these structures cannot be reduced, ensuring adequate support is always maintained.
Live Load Reduction Provisions
- Certain structural elements can have live loads reduced under strict conditions, with exceptions recognized for design flexibility.
Occupiable Roof Specifications
- Roofs designated for occupancy may have reduced live loads, with specific guidelines for landscaped areas defined by soils’ saturation considerations.
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Description
Test your knowledge on key terms from Chapter 16 of the International Building Code (IBC) with these flashcards. Learn about critical concepts such as wind-borne debris regions and substantial structural damage. Perfect for students and professionals in architecture and engineering.
