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. <br />SEISMIC LOADS: <br />Latitude <br />Longtitude <br />Occupancy Category <br />Important Factor (I) <br />= <br />= <br />= <br />= <br />33.7235004 North <br />-11 7.85731 West <br />SasMIC DATA: <br />t-1--1-:.'~-:------ii(Table 1.5-2) <br />s. <br />s1 <br />Site Class <br />Fa <br />Fv <br />= <br />= <br />= <br />= <br />= <br />'· <br />1.277 g 1--------i <br />0.457 g <br />1----::------i D <br />1.20 <br />1.80 <br />R <br />Shear Panels Timber Frames .--------------,,--,.----T-"-----.-----+-....:S::.:D=-C=-----1 <br />6.50 1.50 Sms = = 1.532 <br />= 3.00 1.50 Sm 1 = 0.823 <br />4.00 1.50 <br />= 1.30 1.00 <br />Use Simplified Alternative Structural Design <br />F = I 1.00 I <br />v = <br />v = <br />~~ ;:;,:p;"O. <br />.,., - <br />WIND LOADS: <br />DESIGN WIND VELOCITY 0/Js) = <br />Vrm = <br />Occupancy Category = <br />Important Factor (I) = <br />Exposure Category = <br />Adjustment Coefficient ()..} = <br />Kzt = <br />Ps = <br />(F*Sos)/R <br />0.20 <br />110.0 <br />110.0 <br />II <br />1.00 <br />c <br />1.29 <br />1.00 <br />AKztPs30 <br />Shear Panels <br />WJNDDATA: <br />MPH <br />MPH <br />(Table 1.5-2) <br />(Figure 28.6-1) <br />MWFRS Design Wind Pressure p.30 (psf) <br />Horizontal Loads <br />1.022 <br />0.548 <br />F = I 1.00 I <br />V = (F*Sos)/R <br />v = 0.68 <br />Roof Height = 5.0 <br />Wall Height (2ndt floor) = 0.0 <br />Wall Height (1st floor) = 9.0 <br />Total Height = 14.0 <br />Mean Roof Height = 11 .5 <br />Roof Angle = 18.4 <br />Building Width = 19.00 <br />Building Length = 48.83 <br />Eave Height = 9.0 <br />Mean Roof Height = 11.5 <br />a= <br />2a = <br />Roof End Zone Int. Zone <br />Load Direction Angle A B c D # ofSW Lines <br />Transverse (Case B) 0.0 19 .2 0.0 12.7 0.0 2 <br />Longitudinal (Case A\ 18.4 26 .6 -7 .0 17.7 -3 .9 3 <br />2a -6 .0 FT <br />Roof Horizontal Load -1,239 LBS (Transverse) <br />Roof Horizontal Load I -1.725 LBS (Longitudinal) <br />g <br />g <br />g D <br />g D <br />Timber Frames <br />FT <br />FT <br />FT <br />FT <br />FT <br />0 <br />Edge (a) <br />3.0 FT <br />FT <br />FT <br />4.6 FT <br />3.0 FT <br />6.0 FT