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, <br /> ., <br /> � <br /> Able Energy <br /> oa�ancy cmeqory II � 8.ImpoRance Factor for Wind Iw(A3CE 7•10,Table C10-2) Roec Resaence <br /> wnd Fxposure B BUILDING CAT.CHOSEN: II <br /> Bacic WinC S eetl b Zi Cods 115 Rlph <br /> Non-Hurticane Prone Regions Hurricane Prone Roglona wkh <br /> Bullding Occupancy Category and Hurricane Prone Reylons V>100 mph <br /> Table 6-2 with V=85•100 mph and . <br /> osure a Z Ft c I ft E Alaska <br /> 6 7 1200 0.3 320 0.33 7.00 a I 0.87 0.77 <br /> C 9.5 900 02 500 0.20 1200.00 Z Ft II � � <br /> D 11.5 700 0.1 850 0.13 III 1.15 1.15 <br /> IV 1.15 1.15 <br /> Table 1 <br /> Leve1 hx Kz Kzt Kd 81 ft A7 GCf F1 M1 B2 A2 F2 M2 <br /> 1 18 0.61 1.00 0.85 17.42 30.00 540 1.11 10397 93589 30.00 540 10397 93569 <br /> 2 0 0.00 1.00 0.85 0.00 30.00 -540 1.11 0 0 30.00 -540 0 0 <br /> 3 0 0.00 1.00 0.85 0.00 30.00 0 1.11 0 0 30.00 0 0 0 <br /> 4 0 0.00 1.00 0.85 0.00 30.00 0 1.17 0 0 30.00 0 0 0 <br /> 5 0 0.00 1.p0 0.85 30.00 0 1.11 0 0 30.00 0 0 0 <br /> 6 0 0.00 1.00 0.85 0.00 30.00 0 1.11 0 0 30.00 0 0 0 <br /> 7 0 0.00 1.00 0.85 0.00 30.00 0 1.11 0 0 30.00 0 0 0 <br /> 8 0 0.00 1.00 0.85 0.00 30.00 0 1.11 0 0 30.00 0 0 0 <br /> 9 0 0.00 1.00 0.85 0.00 30.00 0 1.11 0 0 30.00 0 0 0 <br /> 10 0 0.00 7.00 0.85 0.00 30.00 0 1,1� 0 0 30.00 0 0 0 <br /> 71 0 0.00 1.00 0.85 0.00 30.00 0 1.11 0 0 30.00 0 0 0 <br /> 12 0 0.00 1.00 0.85 0.00 30.00 0 1.11 0 0 30.00 0 0 0 <br /> 10397 93589 10397 93589 <br /> Mmax 935691b-ft <br /> Finax 103971bf <br /> AISC 7-]0 Wind Loads Fig 27.4.1 MaNOSLOPE Roof kmin 30.00 Ft <br /> qhGCp <br /> EnGosure Classification EnGosed <br /> Wind <br /> � B qhGCp <br /> ComponentsofCladding,perASCE 7-10,usinQchapter <br /> qZ�p 30,section 30.4.1 Componentsof Cladding <br /> p=qh(GCp-GCpi) <br /> qhGCp <br /> �---� From Fig 6-5 <br /> L <br /> GCpi=+/- .�g Pasitive(Acting Toward strud) <br /> P�� Negative(Acting Away struct) <br /> GCp=See teble <br /> Table t Com utation of a <br /> a ft <br /> 1 W 3.00 <br /> 4h 720 s 3.00 ft <br /> 4%W 1.20 <br /> 3ft 3 <br /> Ref Fig 8-14A <br /> Area= 46B ft2 h<�p{� <br /> a Away PA,,,,, Toward P?,,,q,� <br /> AISC 7-10 Wind Loads Fig 27.4.1 MONOSLOPE Root' 2one 1 N/A -0.e -17.1 02 8.8 <br /> Zone 2 3.00 -1.7 32.8 0.2 6.6 <br /> Roof Zone 3 6.00 -2.6 -48.4 0.2 6.6 <br /> qZ�P qhGCp <br /> Eq 8-22 Eq 6-22 <br /> � Wind loadrtaor PV A�nd nd Total Arta <br /> Wind <br /> � Ibf Ibf Area <br /> qhGCp Zone t c 1408 �006 489 <br /> -� Zone 2 c o 0 0 <br /> 2one 3 Ch 0 0 0 <br /> Requlratl Load balance chedc <br /> � � using ASD,Basic Combinations of Loads according to ASCE 7-10 chapter 2 <br /> L section 2.4.1 Cond7=O.BD+O.6W <br /> -15 Zone 1 <br /> O.eParrey+O.6W 0 Ibf Zone 2 <br /> 0 Ibf Zone 3 <br /> Elevation w x L ae9 3.00 Zone 1 <br /> w x L o 0.00 Zone 2 <br /> w x L 0 0.00 Zof1e 3 <br /> Sheet 13 <br />