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188宝金博页面版: 美标-1.2 圆顶屋顶-风设计力ASCE7-16-英文EXL

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内容提示: By: NTP Date: 2022/1/13Check'd by: Date:WIND DESIGN FORCES FOR DOMED ROOFS (ASCE 7-16, Figure 27.3-2)Dome info: Risk Cat. = IIIDome rise, f = 12.32 ftHeight to base of dome, h D = 28 ftDiameter, D = 41.96 3.7572Shoe height = 0.843 ftApex roof height, h = 41.163 ftAngle of plane of roof form horizontal, q = 24 degreeVelocity pressure: V ult = 120 mphV asd = 92.952 mphExposure = C (ASCE 7-16 26.7.3)Building Enclosure = EnclosedK z = 1.09 ASCE 7-16 Table 26.10-14.33963008 K zt = 1.00 Topographic Factor p...

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By: NTP Date: 2022/1/13Check'd by: Date:WIND DESIGN FORCES FOR DOMED ROOFS (ASCE 7-16, Figure 27.3-2)Dome info: Risk Cat. = IIIDome rise, f = 12.32 ftHeight to base of dome, h D = 28 ftDiameter, D = 41.96 3.7572Shoe height = 0.843 ftApex roof height, h = 41.163 ftAngle of plane of roof form horizontal, q = 24 degreeVelocity pressure: V ult = 120 mphV asd = 92.952 mphExposure = C (ASCE 7-16 26.7.3)Building Enclosure = EnclosedK z = 1.09 ASCE 7-16 Table 26.10-14.33963008 K zt = 1.00 Topographic Factor per ASCE 7-16 Section 26.8.2K d = 1.00 ASCE 7-16 Directionality Factor Table 26.6-1, for Circular DomesG = 0.85 Gust-effect Factor, ASCE 7-16 Section 26.11.1(GC pi ) = -0.18 ASCE 7-16 Table 26.13-1K e = 1.0 Ground Elevation Factor Table 26.9-1Vel. Pressure, q z z = 1 24.11 psf (ASD) ASCE 7-16 Eq. 26.10-1Gust effect:Terrain exposure constants, 500.00 ft (ASCE 7-16, Table 26.11-1)Terrain exposure constants, 1/5 ASCE 7-16, Table 26.11-1Minimum height, z min = 15.00 ft (ASCE 7-16, Table 26.11-1)The equivalent height, z = 24.70 ft (ASCE 7-16, Section 26.11.4)Integral length scale of turbulence, L z = 471.84 ft (Eq. 26.11-9)The background response, Q = 0.909 (Eq. 26.11-8)Terrain exposure constants, c = 0.20 ASCE 7-16, Table 26.11-1Intensity of turbelancee, I z = 0.21 (Eq. 26.11-7)G = 0 0.90 (Eq. 26.11-6)External Pressure CoefficientRatio of Rise to Diameter, f/D 0.29Ratio h d /D 0.67 Pressure design (psf)C p-A :-0.898 12.05C p-B :-1.252 15.00C p-C :-0.500C p per ASCE 7-16 Fig. 27.3-2 depends on the distance "X" from edge to roofCase AX dist C C p p p = q*G*C p p - qi *(GC pi ) (Wind Loads: ASCE7-16 Eq.27.3-1)A A 0.00 -0.898 -14.06B B 43.48 -1.252 -21.32Linear interporation 50.00 -1.305 -22.41B B 43.48 -1.252 -21.32C C 86.97 -0.500 -5.91Linear interporation 160.00 0.764 19.99Case BX dist C C p p p = q*G*C p p - qi *(GC pi ) (Wind Loads: ASCE7-16 Eq.27.3-1)A A - -0.898 -14.0625.Deg 21.74 -0.898 -14.06B B 43.48 -1.252 -21.32Linear interporation 50.00 -1.358 -23.50B B 43.48 -1.252 -21.32C C 86.97 -0.500 -5.91Linear interporation 160.00 0.764 19.99Directional procedure

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