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I ATERAL I GADS <br /> Table 11.5-1 IMPORTANCE FACTORS <br /> SEISMIC - Octupency Cater/8 I <br /> I 1.0 <br /> Me hod:Equivalent Lateral Force Praceedcse II 1.0 <br /> III 125 <br /> ASCE 74)5 Reference IV 1.5 <br /> Site Clan B (7e1)le20.3.1) <br /> Ss= 1264 8169SS*H/24458a1 Table114-1 SITE COEFFICIENT,Fa <br /> Si= 05/3 cusessambXyl4Cb,61 Mapped Ss <br /> Fa 1.0 (fable11.4-1) MN Class 4025 09 028 1.0 41.25. <br /> Fv= 1.0 (70ble11.42) A 00 110 0.8 0 8 0.6 <br /> SOS=213•Fa•30= 0923 (EQ.11.4-3) B 1.0 1.0 1.0 10 10 <br /> SDI=2/?F1rs1= 0.382 (EC.11.43) c 1.2 1-2 11 1.0 1.0 <br /> Design Category* C) (Sec.11.61 D 1.6 1.4 1.2 1.1 1.0 <br /> V^Cs'W (EQ.12.8-1) E 25 1.7 12 0.9 09 <br /> Cs= 0.14 (EQ.12.13-2) F. NA NA NA NA NA <br /> R= 850 pStple122-1) <br /> 1= 1.00 (fobk11.51) Tabta114.2 BITE COEFFICIENT,Mt <br /> Mapped Si <br /> Sae Clan D.1 0.2 0.3 0.4 65 <br /> A 0.8 0.8 0.0 08 0.8 <br /> B 1.0 1.0 1.0 1.0 I <br /> C 1.7 1.6 15 1.4 1.9 <br /> D 24 2,0 19 1.0 1.5 <br /> E 35 92 2.8 2.4 26 <br /> F NA NA NA NA NA <br /> C WIND <br /> Method Simplified Procedure <br /> ABC..186 Met Figure 6-2 HEIGHT S EXPOS URE FACTOR <br /> Basis Wind Speed(Mg)* 1W VSnd Pressures(pae Mar/Rag Erpoaure <br /> Exposures C (Sec.6S.61 P430 Pa 9 C D <br /> Mean Roof Hei hl,h(8)= 120 4 22.00 22.0 16 1.00 121 1.47 <br /> Roof Skrye(DaEraea)= 200 I -5.8D 5.0 20 1.OD 129 1.55 <br /> Height Fedor DA)= 1.00 (Figure E-2) 14.60 14.6 25 190 135 1.61 <br /> Kzt* 10 (Sec.657) D -320 '3. 90 1.00 lAD 1.86 <br /> I= 1.0 (Table 6.1) _ -1910 49.1 36 1.05 145 1 O <br /> F -13.30 43.8 40 1.09 1A9 1.74 <br /> ,. -f330 .t33 46 1.12 1.53 1]0 <br /> H 40.10 491 50 1.16 1.56 1131 <br /> 1 oh -2970 .26.7 58 1.19 1.99 1.64 <br /> ma -20.90 20.9 68 122 1.82 187 <br /> $ <br /> S RcofBbpe(T[f2j glen 33 - Nea'.Mal Pnssurea(po Vertical Pressures(pse 1. ~tams <br /> 1112 5 159 0.2 10.5 4.9 -19.1 -10.0 -13.3 AA -26.7 -209 <br /> 2/12 10 17.8 rA 119 i3 -191 -11.6 -13.3 -8.9 -20.7 -20,9 <br /> 3/12 15 182 62 13.3 3A -19.1 -124 -13.3 as -201 -209 <br /> ion 95112 20 22.0 5.0 14.6 32 48.1 -13-3 -13a 401 -287 -299 <br /> 5/13 25 199 32 14.4 3.9 <br /> na M na na 3.4 3,8 Lb 42 <br /> 7/12 30 17.8 22 14.2 8.8 1.4 -10.0 0.5 8.3 8.3 -7.2 <br /> 17.6 122 14.2 9.8 88 5.3 59 3.8 6,3 -72 <br /> End Zone Width <br /> Minimum of: a= 0.4xh= 4.811 <br /> L a= O1xtHD= 368 4-GOVERNS <br /> Butndhae than: a= .04xLHD4 144fl <br /> a= 3.0/I <br /> 2a= 72Tilt <br /> 6 <br />