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MECAWind Version 2.0.2.2 per ASCE 7 -05
Developed by MECA Enterprises, Inc. Copyright 2009 www.mecaenterprises.com
Date 10/1/2009 Project No. 02291
Company Name ZENOVIC ASSOCIATES, INC. Designed By SRH
Address 301 EAST 6TH STREET, SUITE 1 Description GARAGE FOR DEFRANG
City PORT ANGELES Customer Name DEFRANG
State WA Proj Location 1604 E. 4TH ST. PORT ANGELES,
File Location: \Zen- server \data \Active Projects \02291 DEFRANG \ENGR \Structual \WIND LOADING.wnd
User Input Data:
Basic Wind Speed(V) 100.00 mph Structure Type Building
Structural Category II Exposure Category C
Natural Frequency N/A Flexible Structure No
Importance Factor 1.00 Kd Directional Factor 0.85
Alpha 9.50 Zg 900.00 ft
At 0.11 Bt 1.00
Am 0.15 Bm 0.65
Cc 0.20 1 500.00 ft
Epsilon 0.20 Zmin 15.00 ft
Slope of Roof 4 12 Slope of Roof(Theta) 18.43 Deg
Ht: Mean Roof Ht 19.00 ft Type of Roof Gabled
RHt: Ridge Ht 22.00 ft Eht: Eave Height 16.00 ft
OH: Roof Overhang at Eave= .00 ft Roof Area 911.00 ft^
2
Bldg Length Along Ridge 48.00 ft Bldg Width Across Ridge= 36.00 ft
Main Wind Force Resisting System(MWFRS)
Figure 6 -5 Internal Pressure Coefficients for Buildings, GCpi
Enclosed Bldg +GCpi 0.18 Enclosed Bldg -GCpi -0.18
Figure 6 -6 External Pressure Coefficients
Cp Loads on Main Wind -Force Resisting Systems(Method 2)
MWFRS -Wall Pressures Perpendicular to Ridge
Wall Cp GCpi(psf) GCpi(psf)
Leeward Walls -0.50 -11.75 -4.76
Side Walls -0.70 -15.05 -8.06
Elev Kz Kzt qz Windward Wall Total Shear Moment
ft psf +GCpi -GCpi -GCpi Kip K -ft
22.00 0.92 1.00 20.02 10.12 17.11 21.87 2.10 2.10
20.00 0.90 1.00 19.63 9.85 16.84 21.60 7.28 17.16
15.00 0.85 1.00 18.47 9.07 16.06 0.81 12.28 47.85
10.00 0.85 1.00 18.47 9.07 16.06 20.81 17.27 91.03
5.00 0.85 1.00 18.47 9.07 16.06 20.81 22.27 146.70
Note: 1) Total Leeward GCPi Windward GCPi
2) Shear and Moment are sum of forces (Leeward +Windard) acting on bldg
Roof Location Cp GCpi(psf) GCpi(psf)
Windward Min Cp -0.51 -11.91 -4.92
Windward Max Cp -0.06 -4.48 2.50 0
Leeward Perp to Ridge -0.57 -12.90 -5.91
Overhang Top (Windward) -0.51 -8.42 -8.42
Overhang Top (Leeward) -0.57 -9.41 -9.41
Overhang (Windward only) 0.80 12.73 12.73
)k S fx.,Q Z
MWFRS -Wall Pressures Parallel to Ridge
Wall Cp GCpi(psf) GCpi(psf)
Leeward Walls -0.43 -10.65 -3.66
Side Walls -0.70 -15.05 -8.06
Elev Kz Kzt qz Windward Wall Total Shear Moment
ft psf +GCpi -GCpi -GCpi Kip K -ft
22.00 0.92 1.00 20.02 10.12 17.11 20.77 1.50 1.50
20.00 0.90 1.00 19.63 9.85 16.84 20.50 5.18 12.21
15.00 0.85 1.00 18.47 9.07 16.06 19.71 8.73 34.04
10.00 0.85 1.00 18.47 9.07 16.06 19.71 12.28 64.75
5.00 0.85 1.00 18.47 9.07 16.06 19.71 15.83 104.32
Note: 1) Total Leeward GCPi Windward GCPi
2) Shear and Moment are sum of forces (Leeward +Windard) acting on bldg
Roof Dist from Windward Edge Cp GCpi(psf) GCpi(psf)
0.0 ft to 9.5 ft -0.90 -18.35 -11.36
9.5 ft to 19.0 ft -0.90 -18.35 -11.36
19.0 ft to 38.0 ft -0.50 -11.75 -4.76
38.0 ft to 48.0 ft -0.30 -8.45 -1.46
Low Rise Bldg Provisions per Fig. 6 -10: MWFRS Transverse Direction
Building GCpf +GCpi -GCpi qh Min P Max P
Surface psf psf psf
1 0.52 0.18 -0.18 19.41 6.60 13.59
2 -0.69 0.18 -0.18 19.41 -16.89 -9.90
3 -0.47 0.18 -0.18 19.41 -12.62 -5.63
4 -0.42 0.18 -0.18 19.41 -11.65 -4.66
5 -0.45 0.18 -0.18 19.41 -12.23 -5.24
6 -0.45 0.18 -0.18 19.41 -12.23 -5.24
1E 0.78 0.18 -0.18 19.41 11.65 18.63
2E -1.07 0.18 -0.18 19.41 -24.26 -17.27
3E -0.67 0.18 -0.18 19.41 -16.50 -9.51
4E -0.62 0.18 -0.18 19.41 -15.53 -8.54
1T 1.65 3.40
2T -4.22 -2.47
3T -3.15 -1.41
4T -2.91 -1.16
Low Rise Bldg Provisions per Fig. 6 -10: MWFRS Longitudinal Direction
Building GCpf +GCpi -GCpi qh Min P Max P
Surface psf psf psf
1 0.4 0.18 -0.18 19.41 4.27 11.26
2 -0.69 0.18 -0.18 19.41 -16.89 -9.90
3 -0.37 0.18 -0.18 19.41 -10.68 -3.69
4 -0.29 0.18 -0.18 19.41 -9.12 -2.14
5 -0.45 0.18 -0.18 19.41 -12.23 -5.24
6 -0.45 0.18 -0.18 19.41 -12.23 -5.24
1E 0.61 0.18 -0.18 19.41 8.35 15.33
2E -1.07 0.18 -0.18 19.41 -24.26 -17.27
3E -0.53 0.18 -0.18 19.41 -13.78 -6.79
4E -0.43 0.18 -0.18 19.41 -11.84 -4.85
1T 1.07 2.81
2T -4.22 -2.47
3T -2.67 -0.92
4T -2.28 -0.53
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