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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 />1 363 2.10 4.51 1 309 1.25 3.30 <br />2 837 -13.42 -7.87 2 775 -12.42 -7.28 <br />3 837 -9.70 -4.15 3 775 -7.85 -2.71 <br />4 363 -3.82 -1.41 4 309 -2.68 -0.63 <br />1E 57 0.59 0.97 1E 64 0.51 0.93 <br />2E 131 -3.02 -2.15 2E 194 -4.46 -3.18 <br />3E 131 -1.99 -1.12 3E 194 -2.53 -1.25 <br />4E 57 -0.80 -0.42 4E 64 -0.72 -0.29 <br />Horiz.6.01 6.01 Horiz.5.15 5.15 <br />Vert.-27.08 -14.71 Vert.-26.24 -13.88 <br />10 psf min.Horiz.6.83 6.83 10 psf min.Horiz.3.73 3.73 <br />Sec. 6.1.4.1 Vert.-18.64 -18.64 Sec. 6.1.4.1 Vert.-18.64 -18.64 <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 />1 153 0.88 1.90 10 22 1 122 0.50 1.31 3 7 <br />2 353 -5.66 -3.32 -17 -10 2 581 -9.31 -5.46 33 19 <br />3 353 -4.09 -1.75 13 5 3 581 -5.89 -2.03 -21 -7 <br />4 153 -1.61 -0.59 18 7 4 122 -1.06 -0.25 5 1 <br />1E 57 0.59 0.97 13 22 1E 64 0.51 0.93 7 13 <br />2E 131 -3.02 -2.15 -19 -13 2E 194 -4.46 -3.18 16 11 <br />3E 131 -1.99 -1.12 12 7 3E 194 -2.53 -1.25 -9 -4 <br />4E 57 -0.80 -0.42 18 10 4E 64 -0.72 -0.29 10 4 <br />1T 210 0.30 0.65 -4 -9 1T 186 0.19 0.50 -2 -4 <br />2T 484 -1.94 -1.14 7 4 2T 775 -3.10 -1.82 -22 -13 <br />3T 484 -1.40 -0.60 -5 -2 3T 775 -1.96 -0.68 14 5 <br />4T 210 -0.55 -0.20 -7 -3 4T 186 -0.40 -0.09 -3 -1 <br />39 39 31.2 31.2 <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 />p <br />Effective <br />2 GCP - GCP GCP - GCP GCP - GCP GCP - GCP GCP - GCP <br />Comp.21.33333 0.43 -0.87 0.43 -1.54 0.43 -2.40 0.94 -1.04 0.94 -1.28 <br />Positive Negative Positive Negative Positive Negative Positive Negative Positive Negative <br />11.32 -19.30 11.32 -31.62 11.32 -47.60 20.68 -22.52 20.68 -26.98 <br />S <br />Surface Pressure (k) withPressure (k) with <br />S <br />Surface <br />Torsion (ft-k)Surface <br />Zone 5 <br />Zone 3 Zone 4 Zone 5 <br />Pressure (k) with Torsion (ft-k) <br />Total Horiz. Torsional Load, MT <br />Zone 1 <br />( psf ) <br />Zone 3 Zone 4Zone 2 <br />Surface Pressure (k) with <br />Pressure <br />Zone 1 Zone 2 <br />Total Horiz. Torsional Load, MT <br />Comp. & Cladding <br />27 <br />2201 S Halladay St <br />9/24/2024