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I � t �I � __ - -�-_ <br /> , I <br /> � �i <br /> V��I"�/l»/"' <br /> , � Job, I . 1690472.12 Project no. LCG-440.106.4 Sheet. af. <br /> � TOWER�ANALYSIS Computed By. Date. �Y 4, 1998 <br /> Description. <br /> { WIND PRESSURE VtIITHd11T ICE Checked By. Date. <br /> ' � i <br /> � <br /> � WIN[�PRESSURE�95 FT SELF SUPPt3RT1NG TOWPR,ZEPHYRHIl.LS APT.ZEPHYRNEL�.S�FLA. l <br /> �� <br /> � <br /> BASf�C WIND SPEED, V= 105 MPH *WITHOUT ICE , <br /> ' I <br /> VELOCITY PRESSURE, qz= 0.00256(K2)(V"2) � <br />� � WHERE FJCPOSURE COEF., KZ={Z133}^{2/7) ' <br /> j KZ MIN. - 1; KZ MAX=2.58 <br /> GUST RESPONSE FACTOR, GH = 0.65+0.6/[(h/33)"(1/7)] • � <br /> ' j ( SlNCE h 190 FT <br /> GH = 1.117 <br /> I �I <br /> , � �� <br /> I <br /> ', WIND PRESSURE I <br />� ' j ELEV. KZ qZ (qZ)(GH) <br /> I <br /> 195 1.66 46.89 52.38 <br /> • � <br /> ' i 190 1.65 46.54 52.Q0 <br /> �, 180 1.62 45.83 5'i.2d <br /> � 170 1.60 45.Q8 50.37 <br /> 1 j 160 1.57 44.31 49.51 <br /> 150 1.54 43.50 4$.60 <br /> , 140 1.51 42,65 47,65 <br /> � 130 1.48 41.76 46.65 <br /> � j 't 20 'C.45 40.81 �5.60 <br /> I 110 1.41 39.81 44.48 <br /> , � 't 00 1.37 38.74 43.28 . <br /> ; 90 1.33 37.59 42.00 <br /> ; 80 1.29 36.35 40.61 <br /> j � 70 1.24 34.99 39.09 <br /> , � � 60 1.19 33.48 37.41 <br /> i � 50 1.13 31.78 35,51 <br /> , <br /> i 40 1.06 29.82 33.39 <br /> 1 � 30 1.00 28.22 31.53 <br /> ! � 20 1.Q� 28.22 31.53 <br /> � � 10 1.00 28.22 31.53 <br /> ' � Q 1.Q0 28.22 31.53 <br /> s � <br /> ' • I <br /> i <br /> ' { <br /> I II <br /> ' 1 <br /> I � <br /> i � '� <br />