Calculation of Snow load reduction by Building Code of Pakistan

Calculation of Snow load reduction by Building Code of Pakistan

1Total snow load：SkN/m^21kN/m^2＜S
2Degree of pitch：D°20°＜D
3Graph -
4Plot Input Data -
5Number of gridlines of Graph x-axis, y-axis -
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Keyword･Reference･Remarks･History

LaTex

Keyword

Building Code of Pakistan,snow load reduction,total snow load

Reference

[1]：Pakistan Engineering Council『Building Code of Pakistan BCP SP-2007』.pp.5-11.

Remarks

・Rs：『snow load reduction in kilo-Newton per square meter (pounds per square foot) per degree of pitch over 20 degrees.』(Reference[1])
・S：『total snow load in kilo-Newton per square meter (pounds per square foot).』(Reference[1])
・『Potential unbalanced accumulation of snow at valleys, parapets, roof structures and offsets in roofs of uneven configuration shall be considered. Snow loads in excess of 1.0 kilo-Newton per square meter (21 psf) may be reduced for each degree of pitch over 20 degrees by Rs as determined by the formula』(Reference[1])
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History

・2011/04/11：Upload

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