Table-02

# Table-02 - Given 30 story building 60 ft square building 10...

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Given: Assumptions 30 story building Our building is to be considered an enclosed building 60 ft square building therefore (Gcpi) = 0.18 10 ft per floor Effective wind area = 600 Non-Flexible Design pressure Kd = 0.85 (Table 6-6) Kzt = 1 Input: I = 0.77 Due to the hurricane oceanline (Table 6.1) V = 140 (Figure 2-15) Determine Exposure A,B,C or D : Z= 900 α= 9.5 (I used exposure B) Obtain Cp Windward = 0.8 Leeward = -0.5 (GCpi) = 0.18 G= 0.85 (Section 6.5.8.1) (GCp) = 0.9 (From Figure 6-8) ft 2 per floor H/B≤5 & f>1

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Windward Wall Leeward Wall Design Pressure Design Pressure For MWFR Level Height Kz qz Kh qh Windward Leeward Total Windward Leeward Total Windward Leeward Total 1 15 0.85 27.88 1.59 52.38 18.96 22.26 41.22 13.94 12.83 26.77 20.07 37.71 57.78 2 20 0.90 29.62 1.59 52.38 20.14 22.26 42.40 14.81 12.83 27.64 21.33 37.71 59.04 3 30 0.98 32.26 1.59 52.38 21.94 22.26 44.20 16.13 12.83 28.96 23.23 37.71 60.94 4 40 1.04 34.27 1.59 52.38 23.30 22.26 45.57 17.14 12.83 29.97 24.68 37.71
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Table-02 - Given 30 story building 60 ft square building 10...

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