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?! <br />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 />1 323 1.32 2.92 poverhang =-9.62 psf 2 196 -2.34 -1.37 <br />2 196 -2.34 -1.37 (ASCE 7-16 28.3.3) 3 196 -1.48 -0.51 <br />3 196 -1.66 -0.69 5 261 0.79 2.08 <br />4 323 -2.46 -0.86 6 261 -1.68 -0.39 <br />1E 102 0.76 1.27 2E 62 -1.06 -0.76 <br />2E 62 -1.06 -0.76 3E 62 -0.60 -0.30 <br />3E 62 -0.69 -0.38 5E 104 0.62 1.13 <br />4E 102 -1.03 -0.53 6E 104 -0.87 -0.36 <br />Horiz. 5.32 5.32 Horiz. 3.96 3.96 <br />Vert. -5.58 -3.10 Vert. -3.96 -1.08 <br />Min. wind Horiz. 7.30 7.30 Min. wind Horiz. 5.84 5.84 <br />28.4.4 Vert. -8.00 -8.00 28.4.4 Vert. -8.00 -8.00 <br />Torsional Load Case A (Transverse Direction) Torsional Load Case B (Longitudinal Direction) <br />Area Area <br />(ft2)(+GCp i ) (-GCp i ) (+GCp i ) (-GCp i )(ft2)(+GCp i ) (-GCp i ) (+GCp i ) (-GCp i ) <br />1 111 0.45 1.00 2 5 2 196 -2.34 -1.37 -1 0 <br />2 67 -0.80 -0.47 -1 -1 3 196 -1.48 -0.51 1 0 <br />3 67 -0.57 -0.24 1 0 5 78 0.24 0.62 1 2 <br />4 111 -0.84 -0.30 4 1 6 78 -0.51 -0.12 2 0 <br />1E 102 0.76 1.27 7 12 2E 62 -1.06 -0.76 3 2 <br />2E 62 -1.06 -0.76 -2 -2 3E 62 -0.60 -0.30 -2 -1 <br />3E 62 -0.69 -0.38 2 1 5E 104 0.62 1.13 5 10 <br />4E 102 -1.03 -0.53 10 5 6E 104 -0.87 -0.36 7 3 <br />1T 213 0.22 0.48 -1 -3 5T 183 0.14 0.36 -1 -2 <br />2T 129 -0.39 -0.23 1 0 6T 183 -0.29 -0.07 -1 0 <br />3T 129 -0.27 -0.11 0 0 14.0 14.0 <br />4T 213 -0.40 -0.14 -3 -1 <br />18 18 <br />Design pressures for components and cladding <br />p = qh[ (G Cp) - (G Cpi)] <br />where: p = pressure on component. (Eq. 30.3-1, pg 334) <br />pmin = 16.00 psf (ASCE 7-16 30.2.2) <br />G Cp = external pressure coefficient. <br /> see table below. (ASCE 7-16 30.3.2) <br /> = 14.04 o <br />Effective <br />Area (ft2) GCP - GCP GCP - GCP GCP - GCP GCP - GCP GCP - GCP GCP - GCP <br />12 0.52 -2.00 - - - - 0.52 -2.00 0.52 -2.89 0.52 -2.89 <br />Effective <br />Area (ft2) GCP - GCP GCP - GCP GCP - GCP GCP - GCP GCP - GCP <br />12 - - 0.52 -2.89 0.52 -3.46 0.99 -1.09 0.99 -1.37 <br />Positive Negative Positive Negative Positive Negative Positive Negative Positive Negative Positive Negative <br />16.00 -29.97 ?! ?! ?! ?! 16.00 -29.97 16.00 -42.16 16.00 -42.16 <br />Positive Negative Positive Negative Positive Negative Positive Negative Positive Negative <br />?! ?! 16.00 -42.16 16.00 -50.00 16.03 -17.40 16.03 -21.34 50.00 psf) <br />Zone 3r Zone 4 Zone 5 <br />Zone 5 <br />Zone 2nZone 2 Zone 2r <br />Zone 3r <br />Zone 2 Zone 2n Zone 2r <br />Zone 4 <br />Zone 2e <br />Zone 3 <br />Pressure (k) with <br />Comp. & Cladding <br />Zone 3Comp. <br />Pressure (k) with <br /> (The Max Pressure <br /> <br />Surface <br />Zone 3e <br />Pressure <br />Surface <br />Torsion (ft-k) <br />( psf ) <br />Zone 1 Zone 2e <br />Surface <br /> <br />Surface Pressure (k) with Pressure (k) with Torsion (ft-k) <br />Total Horiz. Torsional Load, MT <br />Zone 1' <br />Zone 3e <br />Zone 1 Zone 1' <br />Total Horiz. Torsional Load, MT