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Basic Load Cases in Transverse Direction Basic Load Cases in Longitudinal Direction <br />Area Area <br />(ft2)(+GCp i ) (-GCp i )(ft2)(+GCp i ) (-GCp i ) <br />1 224 1.51 3.00 1 151 0.61 1.61 <br />2 310 -2.19 -0.13 2 263 -4.22 -2.48 <br />3 310 -3.62 -1.56 3 263 -2.67 -0.92 <br />4 224 -2.38 -0.90 4 151 -1.31 -0.31 <br />1E 48 0.50 0.81 1E 57 0.45 0.82 <br />2E 66 -0.64 -0.20 2E 113 -2.60 -1.85 <br />3E 66 -0.96 -0.52 3E 113 -1.48 -0.73 <br />4E 48 -0.65 -0.33 4E 57 -0.64 -0.26 <br />Horiz. 5.79 5.79 Horiz. 3.00 3.00 <br />Vert. -6.69 -2.18 Vert. -9.91 -5.40 <br />10 psf min.Horiz. 4.34 4.34 10 psf min.Horiz. 2.08 2.08 <br />Vert. -6.80 -6.80 Sec. 6.1.4.1 Vert. -6.80 -6.80 <br />Torsional Load Cases in Transverse Direction Torsional Load Cases in 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 88 0.59 1.18 4 8 1 47 0.19 0.50 0 1 <br />2 122 -0.86 -0.05 -3 0 2 151 -2.41 -1.42 9 5 <br />3 122 -1.42 -0.61 4 2 3 151 -1.53 -0.53 -6 -2 <br />4 88 -0.94 -0.35 7 2 4 47 -0.41 -0.10 1 0 <br />1E 48 0.50 0.81 7 11 1E 57 0.45 0.82 3 6 <br />2E 66 -0.64 -0.20 -4 -1 2E 113 -2.60 -1.85 9 7 <br />3E 66 -0.96 -0.52 6 3 3E 113 -1.48 -0.73 -5 -3 <br />4E 48 -0.65 -0.33 9 5 4E 57 -0.64 -0.26 4 2 <br />1T 136 0.23 0.46 -2 -4 1T 104 0.11 0.28 0 -1 <br />2T 188 -0.33 -0.02 1 0 2T 263 -1.06 -0.62 -8 -5 <br />3T 188 -0.55 -0.24 -2 -1 3T 263 -0.67 -0.23 5 2 <br />4T 136 -0.36 -0.14 -3 -1 4T 104 -0.22 -0.05 -1 0 <br />25 25 11.6 11.6 <br />Design pressures for components and cladding <br />p = qh[ (G Cp) - (G Cpi)] <br />where: p = pressure on component <br />pmin = 10 psf (Sec. 6.1.4.2, pg 21) <br />G Cp = external pressure coefficient. <br /> see table below <br />Effective <br />Area (ft2) GCP - GCP GCP - GCP GCP - GCP GCP - GCP GCP - GCP <br />Comp.10 0.50 -0.90 0.50 -1.70 0.50 -2.60 1.00 -1.10 1.00 -1.40 <br />Positive Negative Positive Negative Positive Negative Positive Negative Positive Negative <br />12.53 -19.91 12.53 -34.65 12.53 -51.24 21.75 -23.59 21.75 -29.12 <br />Surface Pressure (k) with <br />Zone 1 Zone 2 <br />Total Horiz. Torsional Load, MT <br />Comp. & Cladding Zone 1 Zone 2 <br />Surface <br />Pressure <br />( psf ) <br />Torsion (ft-k) <br />S <br />Surface Pressure (k) withPressure (k) with <br />S <br />Torsion (ft-k) <br />Total Horiz. Torsional Load, MT <br />Zone 5 <br />Zone 3 Zone 4 Zone 5 <br />Zone 3 Zone 4 <br />Pressure (k) withSurface <br />29 <br />24-204 <br />2201 HALLADAY ST. <br />940 E Anahurst Pl & 2201 <br />S Halladay11/25/2024