Calculation of Total design base shear for building except in the cases of Undefined structural systems or Soil requiring Site-specific Evaluation by Building Code of Pakistan

Calculation of Total design base shear for building except in the cases of Undefined structural systems or Soil requiring Site-specific Evaluation by Building Code of Pakistan

1Seismic Zone -
2Soil Type -
3Importance factor:I -
4Numerical coefficient:R -
5Elastic fundamental period of vibration:Ts-
6Total seismic dead load:W-
7Near Source Factor:Nv1.0≦Nv≦2.0. If input no value, set 1.0 as default.-
8Near Source Factor:Na1.0≦Na≦1.5. If input no value, set 1.0 as default.-
9Graph -
10Plot Input Data -
11Number of gridlines of Graph x-axis, y-axis -
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Keyword・Reference・Remarks・History

LaTex

Keyword

Building Code of Pakistan,Total design base shear for building except Undefined structural systems

Reference

[1]:Pakistan Engineering Council『Building Code of Pakistan BCP SP-2007』.pp.5-15 - 5-57.

Remarks

・Ca,Cv:『Seismic coefficient』(Reference[1])
・I:『Importance factor』(Reference[1])
・W:『The total seismic dead load』(Reference[1])
・R:『Numerical coefficient representative of the inherent over strength and global ductility capacity of lateral force-resisting systems』(Reference[1])
・T:『Elastic fundamental period of vibration, in seconds, of the structure in the direction under consideration.』(Reference[1])
・Na:『Near-source factor used in the determination of Ca in Seismic Zone 4 related to both the proximity of the building or structure to known faults with magnitudes and slip rates』(Reference[1])
・Nv:『Near-source factor used in the determination of Cv in Seismic Zone 4 related to both the proximity of the building or structure to known faults with magnitudes and slip rates』(Reference[1])
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History

・2011/04/15:Upload

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