snow load basics

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    Determining Snow LoadsDetermining Snow LoadsDetermining Snow Loads

    IntroductionIntroduction

    Most building codes reference the procedures

    in ASCE 7 - Chapter 7

    See your handout

    Roof snow loads are based on the historical

    records for ground snow loads

    we dont usually have records of roof snow

    levels

    Ground snow loads are converted to roof

    snow load using the equations in ASCE 7

    Most building codes reference the procedures

    in ASCE 7 - Chapter 7

    See your handout

    Roof snow loads are based on the historical

    records for ground snow loads we dont usually have records of roof snowwe dont usually have records of roof snow

    levelslevels

    Ground snow loads are converted to roofGround snow loads are converted to roof

    snow load using the equations in ASCE 7snow load using the equations in ASCE 7

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    Flat Roof Snow Load calculated by: Flat Roof Snow Load calculated by:

    gtef pICC7.0p gtef pICC7.0p

    pf= flat roof snow load, psf

    Ce = Exposure factor

    Ct = Thermal factor

    I = Importance factor

    pg = ground snow load, psf

    pf= flat roof snow load, psf

    Ce = Exposure factor

    Ct = Thermal factor

    I = Importance factor pg = ground snow load, psf

    Flat Roof defined by:

    < 5 degree slope

    pg = ground snow load, psf

    ground snow load comes from

    maps in ASCE 7

    Flat Roof defined by:

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    Ground Snow DataGround Snow Data Ground snow data are provided on map of US

    in ASCE 7 50-yr recurrence interval = 2% annual

    probability of occurrence

    Certain areas on the map need case study to

    determine ground snow load - designated by

    CS

    usually in mountainous terrain

    parentheses indicate that above that elevation,

    a case study is required

    many municipalities in mountainous regions

    have local snow data

    Ground snow data are provided on map of US

    in ASCE 7 50-yr recurrence interval = 2% annual

    probability of occurrence

    Certain areas on the map need case study to

    determine ground snow load - designated by

    CS

    usually in mountainous terrainusually in mountainous terrain

    parentheses indicate that above that elevation,parentheses indicate that above that elevation,

    a case study is requireda case study is required

    many municipalities in mountainous regionsmany municipalities in mountainous regions

    have local snow datahave local snow data

    Ground Snow LoadsGround Snow Loads

    ASCE 7: Figure 7ASCE 7: Figure 7--11

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    Know your geography. Dont ask the professor where to find

    places on the map.

    Know your geography.

    Dont ask the professor where to find

    places on the map.

    4th Secret to Success4th Secret to Success

    in this Coursein this Course

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    Ce is Exposure Factor

    found in ASCE 7, Table 7-2 based on terrain category in 6.5.6

    A = large city centers, 50% of

    buildings have heights > 70 ft

    B = urban or suburban areas

    C = flat open country, grasslands,

    shorelines in hurricane prone areas

    D = flat open areas around

    waterways, lakes, etc.

    Ce is Exposure Factor

    found in ASCE 7, Table 7-2 based on terrain category in 6.5.6

    A = large city centers, 50% of

    buildings have heights > 70 ft

    B = urban or suburban areasB = urban or suburban areas

    C = flat open country, grasslands,C = flat open country, grasslands,

    shorelines in hurricane prone areasshorelines in hurricane prone areas

    D = flat open areas aroundD = flat open areas around

    waterways, lakes, etc.waterways, lakes, etc.

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    Ct

    is Thermal Factor Ct

    is Thermal Factor

    I is Importance Factor I is Importance Factor

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    I is Importance Factor I is Importance Factor

    Minimum values for pf:

    when pg < 20 psf; pf= I pg

    when pg > 20 psf; pf= I (20 psf)

    Minimum values of pfapply to low

    sloped roofs also

    Minimum values forMinimum values forppff::

    whenwhen ppgg 20> 20 psfpsf;; ppff = I (20= I (20 psfpsf))

    Minimum values ofMinimum values ofppffapply to lowapply to low

    sloped roofs alsosloped roofs also

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    Sloped Roof Snow Load calculatedby:

    Sloped Roof Snow Load calculatedby:

    fss pCp fss pCp

    ps = sloped roof snow load, psf

    Cs = Slope factor

    pf= flat roof snow load, psf

    ps = sloped roof snow load, psf

    Cs = Slope factor

    pf= flat roof snow load, psf

    Cs is Slope Factor

    found in ASCE 7, Figure 7-2

    based on thermal condition of roof

    Warm roof defined by Ct =1.0

    Cold roof defined by Ct > 1.0

    Slippery surface allows snow to

    slide off roof surface

    Cs is Slope Factor

    found in ASCE 7, Figure 7-2

    based on thermal condition of roof

    Warm roof defined by Ct =1.0

    Cold roof defined by Ct > 1.0

    Slippery surface allows snow to

    slide off roof surface

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    Cs Slope Factor

    for roof with Ct =1.1, interpolate

    between values in both figures

    Cs Slope Factor

    for roof with Ct =1.1, interpolate

    between values in both figures

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    Curved Roofs

    Curved roofs with slopes > 70o

    areconsidered free of snow

    Cs = 0

    Balanced snow loads for curved roofs

    are determined by Figure 7-3

    Curved Roofs

    Curved roofs with slopes > 70o

    areconsidered free of snow

    CCss = 0= 0

    Balanced snow loads for curved roofsBalanced snow loads for curved roofs

    are determined by Figure 7are determined by Figure 7--33

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    Multiple folded plate, sawtooth,

    barrel vault roofs Use flat roof snow load

    Cs = 1

    Multiple folded plate, sawtooth,

    barrel vault roofs

    Use flat roof snow load

    CCss = 1= 1

    Continuous Beam Roofs

    Figure 7-4 shows how to distribute snow

    on continuous beam roof systems

    Continuous Beam Roofs

    Figure 7-4 shows how to distribute snow

    on continuous beam roof systems

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    Unbalanced Snow Loads

    Unbalanced snow loads are created by

    wind blowing snow

    Unbalanced Snow Loads

    Unbalanced snow loads are created by

    wind blowing snow

    WINDWIND

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    Unbalanced Snow Loads

    The roof structure needs to be designedfor both balanced and unbalanced loads

    Section 7.6 shows how to determine

    unbalanced snow loads

    Hip and gable roofs with slope > 70o or

    with slope < (70/W + 0.5)o dont need to

    be considered

    Unbalanced Snow Loads

    The roof structure needs to be designedfor both balanced and unbalanced loads

    Section 7.6 shows how to determine

    unbalanced snow loads

    Hip and gable roofs with slope > 70o or

    with slope < (70/W + 0.5)o dont need to

    be considered

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    Unbalanced Snow Load Terms

    Snow density

    Unbalanced Snow Load Terms

    Snow density

    4W

    Lfor0.1

    4W

    L1for

    W

    L167.033.0

    1W

    Lfor5.0

    4W

    Lfor0.1

    4W

    L1for

    W

    L167.033.0

    1W

    Lfor5.0

    14p13.0 g 14p13.0 g

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    ExampleExample Given:

    Fire station in Muscle Shoals, AL

    Find:

    balanced and unbalanced snow loads

    on building

    Given:

    Fire station in Muscle Shoals, AL

    Find:

    balanced and unbalanced snow loads

    on building

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    Flat Roof Snow Pressure Flat Roof Snow Pressure

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    Ct

    is Thermal Factor Ct

    is Thermal Factor

    I is Importance Factor I is Importance Factor

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    Flat Roof Snow Pressure Flat Roof Snow Pressure

    Sloped Roof Snow Pressure Sloped Roof Snow Pressure

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    Sloped Roof Snow Pressure Sloped Roof Snow Pressure

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    Check unbalanced snow load

    consider roof slope

    consider building length, width, snow

    density, etc.

    Check unbalanced snow load

    consider roof slope

    consider building length, width, snow

    density, etc.

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    Conclusion:

    Balanced snow load 8.4 psf

    Unbalanced snow load

    2.5 psf / 12.1 psf

    Conclusion:

    Balanced snow load 8.48.4 psfpsf

    Unbalanced snow loadUnbalanced snow load

    2.52.5 psfpsf/ 12.1/ 12.1 psfpsf

    8.4 psf8.4 psf

    12.1 psf12.1 psf2.5 psf2.5 psf