Table-03

Table-03 - Calculation of Wind Loads/Forces upon a 30-Story Building Using ASCE-7 Code Inputs of Building Dimensions horizontal dimension of

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Calculation of Wind Loads/Forces upon a 30-Story Building Using ASCE -7 Code Inputs of Building Dimensions B (ft) 60 Number of floors # 30 Height of each floor h (ft) 10 Height Of Building H (ft) 300 Enclosure Classifications Closed Data obtained from tables and Figures (ASCE-7 CODE) Windward Leeward Side Table 6-8 8 -0.3 -0.7 basic wind speed V Fig 6-1 150 importance factor; I Table 6-1 1.05 Table 6-5 Below Table 6-7 0.18 wind directionality factor Table 6-6 0.85 multipliers Table 6-2 0 multipliers Table 6-2 0 multipliers Table 6-2 0 turbulence intensity factor c Table 6-4 0.2 integral length scale factor L Table 6-4 500 Table 6-4 900 α Table 6-4 9.5 integral length scale power law exponent Table 6-5 0.2 Calculations (ASCE-7 CODE) Velocity pressure Below gust effect factor; G 0.86 topographic factor 1.00 intensity of turbulence 0.15 equivalent height of structure, in ft z (ft) 180.00 3.40 3.40 integral length scale of turbulence, in ft (ft) 701.98 background response Q 0.84 horizontal dimension of building measured
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This note was uploaded on 08/29/2011 for the course CES 4600 taught by Professor Staff during the Fall '08 term at FIU.

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Table-03 - Calculation of Wind Loads/Forces upon a 30-Story Building Using ASCE-7 Code Inputs of Building Dimensions horizontal dimension of

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