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CITY OF SANTA ANA <br />Planning and Building Agency <br />Basic Load Case 1 (Transverse Direction) <br />Area <br />Pressure *1 with <br />Surface <br />(fi) <br />(+GC ;) <br />(-GC,;) <br />1 <br />181 <br />1.06 <br />2.79 <br />2 <br />114 <br />-2.64 <br />-1.55 <br />3 <br />114 <br />-1.67 <br />-0.58 <br />4 <br />181 <br />-2.26 <br />-0.53 <br />1 E <br />57 <br />0.65 <br />1.20 <br />2E <br />36 <br />-1.20 <br />-0.85 <br />3E <br />36 <br />-0.68 <br />-0.34 <br />4E <br />57 <br />-0.93 <br />-0.38 <br />Horiz. <br />4.90 <br />4.90 <br />E <br />Vert. <br />-6.19 <br />-3.31 <br />Min. wind <br />Horiz. <br />3.80 <br />3.80 <br />28.4.4 <br />Vert. <br />-4.80 <br />-4.80 <br />'r--i-1 1 -A raao 3 /Tra u ni-finnl <br />Poverhang = -18.64 psf <br />(ASCE 7-22 28.3.5) <br />Area <br />Pressure Ikl with <br />Torsion (ft-k) <br />Surface <br />( z) <br />ft <br />(+GC J <br />(-GC iJ <br />+GC <br />( PIJ <br />GC ) <br />(' pi <br />1 <br />62 <br />0.36 <br />0.95 <br />2 <br />5 <br />2 <br />39 <br />-0.90 <br />--0.53 <br />0 <br />0 <br />3 <br />39 <br />-0.57 <br />-0.20 <br />0 <br />0 <br />4 <br />62 <br />-0.77 <br />-0.18 <br />4 <br />1 <br />1 E <br />57 <br />0.65 <br />1.20 <br />6 <br />11 <br />2E <br />36 <br />-1.20 <br />-0.85 <br />0 <br />0 <br />3E <br />36 <br />-0.68 <br />-0.34 <br />0 <br />0 <br />4E <br />57 <br />-0.93 <br />-0.38 <br />9 <br />4 <br />1T <br />119 <br />-0.25 <br />0.89 <br />2 <br />-6 <br />2T <br />75 <br />-0.70 <br />0.02 <br />0 <br />0 <br />3T <br />75 <br />-0.54 <br />0.18 <br />0 <br />0 <br />4T <br />1 119 <br />-0.79 <br />1 0.35 <br />5 <br />2 <br />Total Horiz. Torsional Load, MT <br />17 <br />17 <br />Design Pressures for components and cladding <br />p = qh Kd I (G CP) - (G Coll <br />where: p = pressure on component. (Eq. 30.3-1, pg 316) <br />Amin = 16.00 psf (ASCE 7-22 30.2.2) <br />G Cp = external pressure coefficient. <br />see table below. (ASCE 7-22 30.3.2) <br />s = 0.00 ° <br />Rasir Load Case 2 <br />Direct*pprov�d <br />a PERMIT IS UANCE <br />Area <br />Pressur <br />Ik <br />Surface <br />ft <br />+GC <br />2 <br />114 <br />-2.64 <br />-1.55 <br />3 <br />114 <br />-1.67 <br />-0.58 <br />5 <br />57 <br />0.33 <br />88 i <br />6 <br />57 <br />-0.71 <br />- oft <br />2E <br />36 <br />-1.20 <br />BD&5e <br />3E <br />36 <br />-0.68 <br />-0.34 <br />5E <br />57 <br />0.65 <br />-0.38 <br />6E <br />57 <br />-0.93 <br />Horiz. <br />2.63 <br />2.63 <br />E <br />Vert. <br />-4.58 <br />-1.31 <br />Min. wind <br />Horiz. <br />1.82 <br />1.82 <br />28.4.4 <br />Vert. <br />-4.80 <br />-4.80 <br />-1T-innal 1 l Caca d 11 nnnitudinal ❑iractinnl <br />,r ID: <br />Area <br />Pressure k) with <br />Torsion tft-ki <br />Surface <br />(ft z ) <br />(+GC ;) <br />I (-GCp;) <br />(+GCp;) <br />(-GCp;) <br />2 <br />114 <br />-2.64 <br />-1.55 <br />0 <br />0 <br />3 <br />114 <br />-1.67 <br />-0.58 <br />0 <br />0 <br />5 <br />0 <br />0.00 <br />0.00 <br />0 <br />0 <br />6 <br />0 <br />0.00 <br />0.00 <br />0 <br />0 <br />2E <br />36 <br />-1.20 <br />-0.85 <br />0 <br />0 <br />3E <br />36 <br />-0.68 <br />-0.34 <br />0 <br />0 <br />5E <br />57 <br />0.65 <br />1.20 <br />3 <br />5 <br />6E <br />57 <br />-0.93 <br />-0.38 <br />4 <br />2 <br />5T <br />57 <br />-0.12 <br />0.43 <br />0 <br />-1 <br />6T <br />57 <br />-0.38 <br />0.17 <br />-1 <br />1 <br />Total Horiz. Torsional Load, MT <br />6.3 <br />6.3 <br />5 6 5 <br />gene 4 15 5 1 ZO�e h <br />a <br />walls <br />Effective <br />Zone 1 <br />Zone 1' <br />Zone 2 <br />Zone 2e <br />Zone 2n <br />Area (ftZ) <br />GCp <br />GC, <br />GCp <br />GCp <br />CP <br />GCp <br />GC <br />GC, <br />GCp <br />GC, <br />0 <br />#N/A <br />#N/A <br />#N/A <br />#N/A <br />#NIA <br />#N/A <br />#NIA <br />#N/A <br />#N/A <br />#NIA <br />Comp. <br />Effective <br />Zone 3 <br />Zone 3e <br />Zone 3r <br />Zone 4 <br />Zone 5 <br />Area (ft) <br />GCp <br />GC <br />GCP <br />GCp <br />GC <br />- GCp <br />GCp <br />GCp <br />GCp <br />- GCp <br />0 <br />#NIA <br />#N!A <br />#NIA <br />#N!A <br />#NIA <br />#N/A <br />0.90 <br />-0.99 <br />0.90 <br />-1.26 <br />Zone 1 <br />Zone 1' <br />Zone 2 <br />Zone 2e <br />Zone 2n <br />Comp. & Cladding <br />P.Wi <br />N alive <br />ft.& a Negadve <br />P-M- <br />Ne we <br />Positive <br />N five <br />P-W- <br />Negafhre <br />Pressure <br />#N/A <br />I #N/A <br />#N/A #NIA <br />#N/A <br />#N/A <br />#N/A <br />#N/A <br />#NIA <br />#N/A <br />( psf) <br />Zone 3 <br />Zone 3e <br />Zone <br />3r <br />Zone 4 <br />Zone 5 <br />Poeldve <br />NegaWe <br />Poaifive <br />N <br />P.W. <br />N a.. <br />Posigve Ne ative <br />P-IW- <br />N <br />#N/A <br />I #NIA <br />#N/A <br />#NlA <br />#N/A <br />#N/A <br />28.76 -31.16 <br />28.76 <br />1 -38.35 <br />#N/A <br />Zone 2r <br />Posl6ve N <br />#N!A I #N/A <br />(The Max Pressure <br />#N/A pso <br />