Table-02

Table-02 - Given: 30 story building 60 ft square building...

Info iconThis preview shows pages 1–2. Sign up to view the full content.

View Full Document Right Arrow Icon
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
Background image of page 1

Info iconThis preview has intentionally blurred sections. Sign up to view the full version.

View Full DocumentRight Arrow Icon
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
Background image of page 2
This is the end of the preview. Sign up to access the rest of the document.

This note was uploaded on 08/29/2011 for the course CES 4600 taught by Professor Staff during the Fall '08 term at FIU.

Page1 / 2

Table-02 - Given: 30 story building 60 ft square building...

This preview shows document pages 1 - 2. Sign up to view the full document.

View Full Document Right Arrow Icon
Ask a homework question - tutors are online