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ASCE 7-16 Wind Forces, Chapter 27, Part 1 <br />LIC# : KW-06018155, Build:20.23.08.30 PLATTINUM ENGINEERING (c) ENERCALC INC 1983-2023 <br />Project File: Victoria Calcs.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />Wind Pressures when WEST Elevation receives positive external wind pressure <br />psf <br />Windward Wall Pressures . . . <br />Height Above Base (ft) <br />Positive Internal Negative Internal <br />Pressure (psf)Pressure (psf) <br />Positive Internal Negative Internal <br />Leeward Wall Pressures 0.0 0.0 <br />Side Wall Pressures -15.544 -15.544 <br />psf <br />psf psf <br />0.00 17.76 17.76 <br />4.00 17.76 17.76 <br />8.00 17.76 17.76 <br />12.00 17.76 17.76 <br />Story Forces for Design Wind Load Cases <br />Values below are calculated based on a building with dimensions B x L x h as defined on the "Basic Values" tab. <br />Load Case Windward Wall Eccentricity for (ft)Wind Shear Components (k) <br />In "Y" Direction In "X" Direction Mt, (ft-k)Ht. Range "Y" Shear "X" ShearBuilding level Trib. Height <br />CASE 1 ---Level 1 -2.92 ------5.0015.00' -> 10.00'---North <br />CASE 1 ---Level 1 2.92 ------5.0015.00' -> 10.00'---South <br />CASE 1 ---Level 1 ----5.50 ---5.0015.00' -> 10.00'---East <br />CASE 1 ---Level 1 ---5.50 ---5.0015.00' -> 10.00'---West <br />CASE 2 +/- 9.9Level 1 -2.19 ---4.505.0015.00' -> 10.00'---North <br />CASE 2 +/- 9.9Level 1 2.19 ---4.505.0015.00' -> 10.00'---South <br />CASE 2 +/- 37.1Level 1 ----4.13 ---5.0015.00' -> 10.00'9.00East <br />CASE 2 +/- 37.1Level 1 ---4.13 ---5.0015.00' -> 10.00'9.00West <br />CASE 3 ---Level 1 -2.19 -4.13 ---5.0015.00' -> 10.00'---North & East <br />CASE 3 ---Level 1 -2.19 4.13 ---5.0015.00' -> 10.00'---North & West <br />CASE 3 ---Level 1 2.19 4.13 ---5.0015.00' -> 10.00'---South & West <br />CASE 3 ---Level 1 2.19 -4.13 ---5.0015.00' -> 10.00'---South & East <br />CASE 4 +/- 35.3Level 1 -1.65 -3.10 4.505.0015.00' -> 10.00'9.00North & East <br />CASE 4 +/- 35.3Level 1 -1.65 3.10 4.505.0015.00' -> 10.00'9.00North & West <br />CASE 4 +/- 35.3Level 1 1.65 3.10 4.505.0015.00' -> 10.00'9.00South & West <br />CASE 4 +/- 35.3Level 1 1.65 -3.10 4.505.0015.00' -> 10.00'9.00South & East <br />Min per ASCE 27.1.5 ---Level 1 -2.40 ------5.0015.00' -> 10.00'---North <br />Min per ASCE 27.1.5 ---Level 1 2.40 ------5.0015.00' -> 10.00'---South <br />Min per ASCE 27.1.5 ---Level 1 ----4.80 ---5.0015.00' -> 10.00'---East <br />Min per ASCE 27.1.5 ---Level 1 ---4.80 ---5.0015.00' -> 10.00'---West <br />Base Shear for Design Wind Load Cases North <br />+Y <br />Values below are calculated based on a building with dimensions B x L x h as defined on the "General" tab. <br />Load Case Windward Wall Leeward Wall Wind Base Shear Components (k)West +XIn "Y" Direction In "X" Direction Mt, (ft-k) <br />Case 1 ---South -2.92 ---North <br />Case 1 ---North 2.92 ---South <br />Case 1 ---West ----5.50East <br />Case 1 ---East ---5.50West <br />9 of 35 <br />2039 N Victoria Dr <br />8/26/2024