3317 RUCKER AVE C D 2020-07-15 - Laserfiche WebLink

WoodWorks® Shearwalls 11.1 Detailed Load Generation 17134.1 Rucker Duplex Lateral - UPDATED FEB 2018.wsw Feb. 7, 2018 17:41:29 Design Code: IBC 2015/AWC SDPWS 2015 Wind Load Generation MWFRS Procedure: ASCE 7-10 Directional (All heights) C&C Procedure: ASCE 7 Ch. 30 Part 1 (h <= 60 ft.) Site information: Enclosure = Enclosed Occupancy = Category II - All others Exposure = Exposure B Rigid building - Static analysis Case 2 Loads at 75% Eccentricity N-S loads = 15%, E-W loads = 15% Air density: 0.0765 ibm/cu. ft. = Avg at elevation of 0 feet. Density constant = 0.00256 Legend: p - Design wind pressure (see Equations) h - Mean roof height q - Velocity pressure z - Height of interest G - Gust factor theta - Roof angle Cp - External pressure factor B - Building width GCp - Combined exposure and gust factor L - Building length GCpi - Internal pressure coefficient V - Basic wind speed Kz - Velocity Pressure Exposure Coefficient d - mass density constant Kd - Wind directionality factor Kzt - Topographic Factor c, zmin, epsilon-bar, 1 - Terrain exposure constants used to calculate G hE, zg, alpha - Terrain exposure constants used to calculate K Equations: MWFRS Pressure Equation: p = q * G * Cp C&C Pressure Equation: p = q * (GCp - GCpi) Other Equations: q = d * Kz * Kd * Kzt * V^2 d = Air density x 5200 ft/mi / 3600 s/hr / g (32.174 m/s^2) = 0.00256 Kz = 2.01 * ( max(z, hE) / zg ) ( 2 / a ) ) Gz = min(0.85, 0.925 * (1 + 5.8 * (c * (max(0.6 * h, zmin) / 33) ^ (-1/6)) * (( 1 / ( 1 + 0.63 * (((B + h) / (1 * ((max( 0.6 * h, zmin ) / 33)) ^ ( e ))) ^ (0.63))) ) ^ (1/2))) / ( 1 + 5.8 * (c * (max( 0.6 * h, zmin ) / 33) (-1/6)))) Data (all loads): Kd = 0.85, GCpi = 0.18 Terrian Exposure Constants: zmin = 30 epsilon-bar = 0.33 c = 0.30 1 = 320 zg = 1200 alpha = 7.0 hE = 15 Units: ft, lbs, ft/s Block 1: EW x NS = 40.00 x 36.00 Mean Roof Height = 32.67 Type Level Face Direction p q GCp Cp Gz z-G Kz z-K Kzt z-Kzt theta L/B h/L MWF 1 North Windward 10.29 15.1 0.68 0.80 0.85 7.6 0.57 7.6 1.00 32.7 30.0 0.84 0.98 MWF 1 North Windward 7.72 15.1 0.68 0.80 0.85 7.6 0.57 7.6 1.00 32.7 30.0 0.84 0.98 MWF 1 North Leeward -8.03 18.9 -0.43 -0.50 0.85 32.7 0.72 32.7 1.00 32.7 30.0 0.84 0.98 MWF 1 North Leeward -6.02 18.9 -0.43 -0.50 0.85 32.7 0.72 32.7 1.00 32.7 30.0 0.84 0.98 MWF 1 North Windward 10.29 15.1 0.68 0.80 0.85 11.4 0.57 11.4 1.00 32.7 30.0 0.84 0.98 MWF 1 North Windward 10.29 15.1 0.68 0.80 0.85 11.4 0.57 11.4 1.00 32.7 30.0 0.84 0.98 MWF 1 North Windward 10.29 15.1 0.68 0.80 0.85 11.4 0.57 11.4 1.00 32.7 30.0 0.84 0.98 MWF 1 North Windward 10.29 15.1 0.68 0.80 0.85 11.4 0.57 11.4 1.00 32.7 30.0 0.84 0.98 MWF 1 North Windward 10.29 15.1 0.68 0.80 0.85 11.4 0.57 11.4 1.00 32.7 30.0 0.84 0.98 MWF 1 North Windward 10.29 15.1 0.68 0.80 0.85 11.4 0.57 11.4 1.00 32.7 30.0 0.84 0.98 MWF 1 North Windward 10.29 15.1 0.68 0.80 0.85 11.4 0.57 11.4 1.00 32.7 30.0 0.84 0.98 MWF 1 North Windward 7.72 15.1 0.68 0.80 0.85 11.4 0.57 11.4 1.00 32.7 30.0 0.84 0.98 MWF 1 North Windward 7.72 15.1 0.68 0.80 0.85 11.4 0.57 11.4 1.00 32.7 30.0 0.84 0.98 MWF 1 North Windward 7.72 15.1 0.68 0.80 0.85 11.4 0.57 11.4 1.00 32.7 30.0 0.84 0.98 MWF 1 North Windward 7.72 15.1 0.68 0.80 0.85 11.4 0.57 11.4 1.00 32.7 30.0 0.84 0.98 MWF 1 North Windward 7.72 15.1 0.68 0.80 0.85 11.4 0.57 11.4 1.00 32.7 30.0 0.84 0.98 MWF 1 North Windward 7.72 15.1 0.68 0.80 0.85 11.4 0.57 11.4 1.00 32.7 30.0 0.84 0.98 MWF 1 North Windward 7.72 15.1 0.68 0.80 0.85 11.4 0.57 11.4 1.00 32.7 30.0 0.84 0.98 MWF 1 North Leeward -8.03 18.9 -0.43 -0.50 0.85 32.7 0.72 32.7 1.00 32.7 30.0 0.84 0.98 MWF 1 North Leeward -8.03 18.9 -0.43 -0.50 0.85 32.7 0.72 32.7 1.00 32.7 30.0 0.84 0.98 MWF 1 North Leeward -8.03 18.9 -0.43 -0.50 0.85 32.7 0.72 32.7 1.00 32.7 30.0 0.84 0.98 MWF 1 North Leeward -8.03 18.9 -0.43 -0.50 0.85 32.7 0.72 32.7 1.00 32.7 30.0 0.84 0.98 MWF 1 North Leeward -8.03 18.9 -0.43 -0.50 0.85 32.7 0.72 32.7 1.00 32.7 30.0 0.84 0.98 Page 1