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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 />1 464 2.97 6.04 1 347 1.41 3.71 <br />2 868 -13.92 -8.16 2 790 -12.67 -7.43 <br />3 868 -10.53 -4.77 3 790 -8.01 -2.77 <br />4 464 -5.19 -2.11 4 347 -3.01 -0.70 <br />1E 64 0.72 1.15 1E 72 0.57 1.04 <br />2E 119 -2.75 -1.96 2E 197 -4.55 -3.24 <br />3E 119 -1.90 -1.11 3E 197 -2.58 -1.27 <br />4E 64 -0.96 -0.53 4E 72 -0.81 -0.33 <br />Horiz. 8.41 8.41 Horiz. 5.79 5.79 <br />Vert. -27.40 -15.06 Vert. -26.18 -13.84 <br />10 psf min. Horiz. 8.60 8.60 10 psf min. Horiz. 4.19 4.19 <br />Sec. 6.1.4.1 Vert. -18.59 -18.59 Sec. 6.1.4.1 Vert. -18.59 -18.59 <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 )(ft 2) (+GCp i ) (-GCp i ) (+GCp i ) (-GCp i ) <br />1 200 1.28 2.61 16 32 1 138 0.56 1.47 3 7 <br />2 375 -6.01 -3.52 -25 -14 2 592 -9.50 -5.57 44 26 <br />3 375 -4.54 -2.06 19 8 3 592 -6.01 -2.07 -28 -10 <br />4 200 -2.24 -0.91 27 11 4 138 -1.19 -0.28 6 1 <br />1E 64 0.72 1.15 18 28 1E 72 0.57 1.04 8 14 <br />2E 119 -2.75 -1.96 -23 -16 2E 197 -4.55 -3.24 21 15 <br />3E 119 -1.90 -1.11 16 9 3E 197 -2.58 -1.27 -12 -6 <br />4E 64 -0.96 -0.53 23 13 4E 72 -0.81 -0.33 11 4 <br />1T 264 0.42 0.86 -6 -12 1T 209 0.21 0.56 -2 -4 <br />2T 494 -1.98 -1.16 9 5 2T 790 -3.17 -1.86 -30 -17 <br />3T 494 -1.50 -0.68 -7 -3 3T 790 -2.00 -0.69 19 6 <br />4T 264 -0.74 -0.30 -10 -4 4T 209 -0.45 -0.11 -3 -1 <br />57 57 36.2 36.2 <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 />G Cp = external pressure coefficient. <br /> see table below <br />Effective <br />Area (ft2) GCP - GCP GCP - GCP GCP - GCP GCP - GCP GC P - 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) with Surface <br />1401 S Rosewood Ave <br />Unit# 2& 34/22/2025