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SEISMIC LOADS: <br />Latitude <br />Longtitude <br />Occupancy Category <br />Important Factor (I) <br />= <br />= <br />= <br />33.752834 North <br />·· ·1 '7.92247 West <br />SEISMIC DATA: <br />1-1--1-.1~-o---li(Table 1.5-2) <br />s. <br />s ~ <br />Site Class <br />Fa <br />Fv <br />= <br />= <br />= <br />= <br />1.326 g f-----l <br />0.472 g <br />f---::---l D <br />1.20 <br />1.80 <br />R <br />Shear Panels Timber Frames r-----------::-.-----.--1:-.5~9_1_-.----+--S:::.;D::..C..:;._-I <br />6.50 1.50 Sms = g <br />3.00 1.50 Sm1 = 0.850 g <br />= 4.00 1.50 Sds = 1.06 1 g D <br />p = 1.3o 1.oo s d1 = o.566 g D <br />Use Simplified Alternative Structural Design <br />F = I 1.00 I F = I 1.00 I <br />V = (F*S08 )/R V = (F*Sos)/R <br />V = 0.21 Shear Panels V = 0.71 Timber Frames <br />.. <: <br />WIND DATA : <br />.,. <br />WIND LOADS: <br />DESIG N WIND VELOCITY (V35 ) = 110.0 MPH Roof Height = 5.0 FT <br />Vrm = 110.0 MPH Wall Height (2nd! floor) = 0.0 FT <br />Occupancy Category = II Wall He ight (1 st floor) = 9.0 FT <br />Important Factor (I) = 1.00 (Table 1.5-2) Total Height = 14.0 FT <br />Exposure Category = c Mean Roof Height = 11.5 FT <br />Adjustment Coefficient (A.) = 1.29 (Figure 28.6-1) Roof Angle = 22.6 0 <br />Kzt = 1.00 <br />Edge (a) <br />Ps = A.KztPs3o Bui ldi ng W id th = 20 .00 3.0 FT <br />Build in g Length = 50 .00 FT <br />Eave Height = 9.0 FT <br />Mean Roof Height = 11.5 4.6 FT <br />a= 3.0 FT <br />2a = 6.0 FT <br />MWFRS Design Wind Pressure Ps3o (psf) <br />Horizontal Loads <br />Roof End Zone Int. Zone <br />Loa d Di rection 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) 22 .6 26.6 -7 .0 17.7 -3 .9 2 <br />2a = 6.0 FT <br />Roof Horizontal Load = 1,299 LBS (Transverse ) <br />Roof Horizontal Load -2,645 LBS (Long itud in al ) <br />1