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Questions and Answers

What is an example of a dead load?

  • Snow on a roof
  • A concrete vault (correct)
  • Water in a tank
  • A movable safe
  • Which of the following statements about live loads is true?

  • Live loads must be estimated based on projected building use. (correct)
  • Live loads remain constant regardless of building use.
  • Live loads do not vary with environmental conditions like wind or snow.
  • Live loads are easily calculated.
  • What does the uniform live load column in building codes refer to?

  • Total structural weight of the building
  • Heavy furniture loads only
  • Loads at a specific point in the building
  • Loads distributed over the entire area in pounds per square foot (psf) (correct)
  • What is the minimum design load requirement for an office building floor?

    <p>50 psf (2.4 kN/m2) over the entire floor</p> Signup and view all the answers

    Why is it important to notify your buildings department if loading exceeds minimum design loads?

    <p>To ensure the structural integrity of the building</p> Signup and view all the answers

    What is the maximum allowable height for the nominal book stack unit?

    <p>90 in. (2290 mm)</p> Signup and view all the answers

    What should be the minimum width of aisles between parallel rows of double-faced book stacks?

    <p>36 in. (914 mm)</p> Signup and view all the answers

    How much horizontal swaying force is applied parallel to each row of seats?

    <p>24 lb per linear ft</p> Signup and view all the answers

    Which of the following describes uninhabitable attic areas without storage?

    <p>Maximum clear height between joist and rafter less than 42 in. (1067 mm)</p> Signup and view all the answers

    What horizontal swaying force is applied perpendicular to each row of seats?

    <p>10 lb per linear ft</p> Signup and view all the answers

    Which of the following does not describe conditions for uninhabitable attic areas without storage?

    <p>Maximum clear height between joist and rafter is 120 in. (3048 mm)</p> Signup and view all the answers

    The design for stack room floors specifically accounts for what types of loads?

    <p>Both vertical and horizontal loads</p> Signup and view all the answers

    Which of the following statements is true regarding the loading on stack room floors?

    <p>The concentrated load need not act concurrently with other live loads.</p> Signup and view all the answers

    What is the uniform load requirement for assembly areas with fixed seats?

    <p>150 psf (7.18 kN/m2)</p> Signup and view all the answers

    What is the required live load for a catwalk used for maintenance access?

    <p>40 psf (1.92 kN/m2)</p> Signup and view all the answers

    For dining rooms and restaurants, what is the uniform load specified?

    <p>100 psf (4.79 kN/m2)</p> Signup and view all the answers

    What does the specified live load for balconies and decks depend on?

    <p>Occupancy served by the balcony or deck</p> Signup and view all the answers

    What load is specified for corridors on the first floor?

    <p>100 psf (4.79 kN/m2)</p> Signup and view all the answers

    What is the live load requirement for office use in access floor systems?

    <p>50 psf (2.4 kN/m2)</p> Signup and view all the answers

    What is the uniform load requirement for elevator machine room grating?

    <p>300 lb (1.33 kN)</p> Signup and view all the answers

    Which of the following loads requires exceeding 100 psf (4.79 kN/m2) for balconies?

    <p>Decks serving dining rooms</p> Signup and view all the answers

    Study Notes

    Live Loads Overview

    • Live loads consist of transient forces acting on building structures, differing from dead loads (permanent/static).
    • Live load values are specified for various types of occupancy and use, crucial for structural safety and compliance with building codes.

    Occupancy and Use Classifications

    • Apartments: Typical live load design not specified in the table, refer to residential guidelines.
    • Office Use: Requires a uniform live load of 50 psf (2.4 kN/m²) and a concentrated load of 2000 lb (8.9 kN).
    • Computer Use: Increased uniform live load of 100 psf (4.79 kN/m²) with a concentrated load of 2000 lb (8.9 kN).
    • Armories & Drill Rooms: Uniform live load set at 150 psf (7.18 kN).
    • Assembly Areas (Theaters, Lobbies): Fixed seats demand 60 psf (2.87 kN/m²), while movable seats and platforms require 100 psf (4.79 kN/m²).
    • Balconies and Decks: Must support 1.5 times the required live load for the occupancy served, or exceed 100 psf (4.79 kN/m²).

    Specific Areas and Load Requirements

    • Catwalks (Maintenance Access): Designed for 40 psf (1.92 kN/m²) uniformly and a concentrated load of 300 lb (1.33 kN).
    • Corridors: Uniform requirement set at 100 psf (4.79 kN/m²).
    • Dining Rooms/Restaurants: Maintain a uniform live load of 100 psf (4.79 kN/m²).
    • Elevator Machine Room Grating: Concentrated load of 300 lb (1.33 kN) on designated small areas (2 in. by 2 in.).
    • Finish Light Floor Plate Construction: Requires a uniform load capacity of 200 lb (0.89 kN).

    Importance of Live Load Estimation

    • Accurate estimation of live loads is vital as they can vary due to factors like snow, wind, or rain.
    • Building codes stipulate minimum live load designs, ensuring structures accommodate intended uses and safety regulations (refer to NFPA 5000).

    Practical Implications

    • Dead loads (e.g., concrete vault) are predictable, whereas live loads (e.g., movable safes) must be estimated based on use and occupancy.
    • Structural integrity requires assessment of both uniform and concentrated loads, which apply to various scenarios within a building's design.
    • Consulting local building authorities is essential when actual load conditions exceed minimum design loads.

    Unique Load Considerations

    • Specific requirements exist for library book stacks, including height and separation specifications, to ensure stability under live loads.
    • Horizontal swaying forces for assembly seating must be accounted for, applying both parallel and perpendicular forces without simultaneous application restrictions.
    • Uninhabitable attic areas without storage require precise classifications based on the clear height and adjacent truss configurations.

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