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Basic Load Case A (Transverse Direction)Basic Load Case B (Longitudinal Direction) <br />Area Area <br />(ft2)(+GCp i )(-GCp i )(ft2)(+GCp i )(-GCp i ) <br />1 679 2.49 6.58 p =-11.68 psf 2 939 -13.64 -8.00 <br />2 939 -13.64 -8.00 (ASCE 7-16 28.3.3)3 939 -8.62 -2.98 <br />3 939 -8.62 -2.98 5 432 1.59 4.18 <br />4 679 -5.33 -1.25 6 432 -3.39 -0.79 <br />1E 105 0.75 1.38 2E 145 -3.02 -2.15 <br />2E 145 -3.02 -2.15 3E 145 -1.71 -0.84 <br />3E 145 -1.71 -0.84 5E 105 0.75 1.39 <br />4E 105 -1.06 -0.44 6E 105 -1.07 -0.44 <br />Horiz.9.39 9.39 Horiz.6.80 6.80 <br />Vert.-26.97 -13.96 Vert.-22.56 -10.02 <br />Min. wind Horiz.12.88 12.88 Min. wind Horiz.8.59 8.59 <br />28.4.4 Vert.-34.66 -34.66 28.4.4 Vert.-34.66 -34.66 <br />Torsional Load Case A (Transverse Direction) <br />Area Area <br />(ft2)(ft2) <br />1 287 1.06 2.78 13 34 2 939 -13.64 -8.00 -1 -1 <br />2 397 -5.77 -3.38 -3 -2 3 939 -8.62 -2.98 1 0 <br />3 397 -3.65 -1.26 2 1 5 163 0.60 1.58 5 12 <br />4 287 -2.25 -0.53 28 7 6 163 -1.28 -0.30 10 2 <br />1E 105 0.75 1.38 19 34 2E 145 -3.02 -2.15 3 2 <br />2E 145 -3.02 -2.15 -3 -2 3E 145 -1.71 -0.84 -2 -1 <br />3E 145 -1.71 -0.84 2 1 5E 105 0.75 1.39 13 24 <br />4E 105 -1.06 -0.44 26 11 6E 105 -1.07 -0.44 18 7 <br />1T 392 0.36 0.95 -5 -14 5T 268 0.25 0.65 -2 -6 <br />2T 542 -1.97 -1.15 1 1 6T 268 -0.53 -0.12 -5 -1 <br />3T 542 -1.24 -0.43 -1 0 39.1 39.1 <br />4T 392 -0.77 -0.18 -11 -3 <br />68 68 <br />Design pressures for components and cladding <br />where:p = pressure on component. (Eq. 30.3-1, pg 334) <br />p =16.00 psf (ASCE 7-16 30.2.2) <br /> see table below. (ASCE 7-16 30.3.2) <br />θ = 2.26 o <br />Effective <br />120 0.20 -1.26 0.20 -0.86 0.20 -1.73 ------ <br />Effective <br />120 0.20 -2.06 ----0.73 -0.82 0.73 -0.92 <br />Positive Negative Positive Negative Positive Negative Positive Negative Positive Negative Positive Negative <br />16.00 -23.96 16.00 -17.37 16.00 -31.85 <br />Positive Negative Positive Negative Positive Negative Positive Negative Positive Negative <br />16.00 -37.34 16.00 -16.67 16.00 -18.31 37.34 psf) <br />Zone 3r Zone 4 Zone 5 <br />Zone 5 <br />Zone 2nZone 2 Zone 2r <br />Torsion (ft-k) <br />( psf ) <br />Zone 1 Zone 2e <br />Zone 3 Zone 4Comp. <br />Pressure (k) with Pressure (k) with <br />Surface <br />Zone 3r <br />Zone 2 Zone 2n Zone 2r <br /> (The Max Pressure <br />Σ <br />SurfaceSurface <br />Σ <br />Torsion (ft-k) <br />Total Horiz. Torsional Load, MT <br />Total Horiz. Torsional Load, MT <br />Surface <br />Zone 1 Zone 1' <br />L-5