Tensile Structure Master Course 2026 · by ixRay ltda
q_z at z_max
37.85
psf
K_z at z_max
1.315
—
V_eff at z_max
121.6
mph
p_net at z_max
32.55
psf
Velocity Pressure qz(z)
091726354415406590115 q_z [psf] z [ft] q_z(z) |p_ext|
Effective Wind Speed Veff(z) & Kz(z)
033671001340.000.380.761.131.5115406590115 V_eff [mph] z [ft] K_z → V_eff K_z
SymbolExpressionValueReference
VDesign 3-sec gust wind speed, Risk Cat II115.0 mph = 51.41 m/sFig 26.5-1A–D
Risk CatII700-yr MRITable 1.5-1
ExposureCC — Open terrain§26.7
αPower law exponent (3-sec gust profile)9.5Table 26.11-1
z_gNominal gradient height900 ft (274 m)Table 26.11-1
z_minMinimum evaluation height for K_z15 ft (4.6 m)§26.10.1 Note
SymbolExpressionValueReference
K_ztTopographic factor (flat site = 1.0)1.00§26.8 / Fig 26.8-1
K_dWind directionality factor (buildings)0.85Table 26.6-1
z_effmax(z_max, z_min) = max(120.0, 15.0) ft120.0 ft§26.10.1 Note
K_z2.01 × (z_eff/z_g)^(2/α) = 2.01 × (120.0/900)^(2/9.5)1.3151Eq 26.10-1
SymbolExpressionValueReference
q_z0.00256 × K_z × K_zt × K_d × V² [psf, V in mph]0.00256 × 1.3151 × 1 × 0.85 × 115.0²Eq 26.10-1
q_z37.847 psf = 37.847 psf
V_effV × √(K_z × K_zt × K_d) [reference only]115.0 × √1.1179 = 121.6 mphDerived
SymbolExpressionValueReference
GGust factor (rigid structure)0.85§26.11.4
C_pExternal pressure coeff. (windward wall)-0.8§27.3 / Fig 27.3-1
GC_piInternal pressure coeff.0.18§26.13 / Table 26.13-1
p_extq_z × G × C_p-25.736 psf = -25.736 psfEq 27.3-1
p_intq_z × GC_pi6.812 psf = 6.812 psfEq 27.3-1
p_netp_ext − p_int-32.548 psf = -32.548 psf§27.3.1
Profile Data — all n points Imperial units
z [ft]z_eff [ft]K_z q_z [psf]V_eff [mph] p_ext [psf]p_int [psf]p_net [psf]
15.015.0 0.849 24.43 97.7 -16.61 4.40 -21.01
20.520.5 0.907 26.10 101.0 -17.75 4.70 -22.44
26.126.1 0.954 27.44 103.5 -18.66 4.94 -23.60
31.631.6 0.993 28.57 105.6 -19.43 5.14 -24.57
37.137.1 1.027 29.56 107.5 -20.10 5.32 -25.42
42.642.6 1.058 30.44 109.0 -20.70 5.48 -26.18
48.248.2 1.085 31.23 110.4 -21.24 5.62 -26.86
53.753.7 1.110 31.95 111.7 -21.73 5.75 -27.48
59.259.2 1.133 32.62 112.9 -22.18 5.87 -28.05
64.764.7 1.155 33.24 113.9 -22.60 5.98 -28.58
70.370.3 1.175 33.81 114.9 -22.99 6.09 -29.08
75.875.8 1.194 34.36 115.8 -23.36 6.18 -29.55
81.381.3 1.212 34.87 116.7 -23.71 6.28 -29.99
86.886.8 1.229 35.36 117.5 -24.04 6.36 -30.41
92.492.4 1.245 35.82 118.3 -24.36 6.45 -30.80
97.997.9 1.260 36.26 119.0 -24.66 6.53 -31.18
103.4103.4 1.275 36.68 119.7 -24.94 6.60 -31.55
108.9108.9 1.289 37.08 120.4 -25.22 6.68 -31.89
114.5114.5 1.302 37.47 121.0 -25.48 6.75 -32.23
120.0120.0 1.315 37.85 121.6 -25.74 6.81 -32.55