Laserfiche WebLink
Wind Desiqn (Method 1) IBC 2009 <br />Simplified Wind Load Method ASCE 7 6.4I231 <br />Basic Wind Speed 85 <br />Wind Exposure Category B <br />Wind Importance Factor 1.00 <br />Height 8 Exposure Adjustment 1. = 1.00 <br />Topographic Factor Kzt = 1.00 <br />Wind Pressures ASCE 7 6.42.1 (241 <br />p, _ � Kr I osao <br />mph 1609.3 (319J, F1609 (320] <br />1609.4 (325J <br />ASCE 7 T 1-1 (3] & T 6-1(77] <br />ASCE 7 F 6-2 /40j <br />ASf � 7 6.5.7.2 (26], F 6-4 (45j <br />Minimum pressures shall not be less than assuming the pressures for <br />zones A, 8, C, 8 D all equal 10 psf, whiie zones E. F, G, 8 H all equal zero. <br />Roof Pitch 4:12 or 18.435 degrees <br />Ridge Elevation 11 ft <br />Eave Height 8 9 ft <br />Mean RooFHeight, h �� � � <br />1 <br />DOOs�� <br />�� � '' � <br />� �� ��� ��� � �� <br />ASCE 7 EQ 6-1(24J <br />ASCE 7 6.4.2.1.1(24J <br />ASCE 7 fi.2 �22] <br />-8.72 =8.98 -&.17 -7.09 -1422 -11.67 <br />-1.65 3.23 �-0.48 2.06 0.00 0 00 <br />Horizontal Zones Areas & Forces Fx ASCE 7 F 6-21371 <br />End zone distance, 2a, where "a" equais the smaller of 10 percent of least horizontal <br />dimension (I.h.d.) or 0.4h, but not less than either 4 percent of Ihd or 3 feet. <br />D <br />F x= � p sx'X <br />x=A <br />Diaphragm (x = 1) Pront to Rear <br />I.h.d. (ft) = 10 A B C D <br />a(ft) = 3 Areas 21 0 0 0 <br />2a (ft) = 6 Forces F, = 312 Fxmin = 2? 0 <br />Side to Side <br />q g C D <br />5 36 0 3 <br />Fx - a] Fxmin - Q4D <br />Version 7.0 P9 � � <br />