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Asce 7 05 pdf





As shown Kl Figure 6-3 (page 41).
Structures (6.5.13) EP procedure FOR THE alternate ALL-heights method (IBe section 1609.6) Detennine velocity pressure exposure coelficlents,.
Note that the load pattern shown in asce 7 Figure 6-2 (page 37) Is reqwred to be applied to each comer of the building In tum as the reference comer - See asce 7 FlQUre 6-10 (page 53).
Var K V,ach wind e asce scnp IS represents!he WInd asce dlrKtlon for the mean roof speed al z or h feel.
Islands and costal areas outslde the last contour asce shall use the last wind speed contour of the costal area.Pressure asce reflect lila asce relatIVe pressures esUmated Coefficient to eXIst on asce Ihe asce 7 eKterlol' surfacfl' and C, fot mwfrs Figs.1 A ;., In accordance with asce 7 FlQure 6-2 (page 40).End 1 a asce cIrecIon I'CInTlII." ngs with h " 60 It 4 asce 7 Commenlaly Section C62, pages 281-282.Load Case 2 at 25- is provided only for interpolalJon purposes.



The buBdlng has an approximaleJy symmetrical cross section In each directlon with either a flat roof or 8 gable or hlp roof With slopes no!
The sInX:tlru cannot r 01 l'it fOOMng Solid spirituale fre.star'ldIng waijs Notes on q asce q represents lhe velocity pressure, Which Is the ronversion of the basic wind slleltd into pressure at a specific helghl p (co/llinued)._- WI1 roof sk:Jpe ) 45 d!lg p q(GC qj (GC.
Hustration of mwfrs and.The Exposure Category (B, C, or 0) needs to be determined based on the Surface Roughness Category (IBC section 1609.4.2, asce 7 Section l'Iflidl is a function of the topography, vegetation, and constructed lad lties.Exposure C applies for all cases where Exposure B or D does 'For buildings whose mean rooftlelQhlllles than or equal klJO.(page 79) It is Important 10 II, there are version abrupt K zt win Do grealer than 1 if the.Org m/files/Reference aSCE_7-05.pdf, pDF Datei, aSCE /SEI 7 - 05, chapter 13 Minimum Design Loads for Buildings and Other Structures.Asce 7 Section.2 defines "buildiNG OR other structures.KJl / plJIJ asce 7 Equabon (6-1) Simplified design WInd pressure."asce 7 FIgUte 6-4 (pagel4S-401 EK1Cmjiii O lgn Wind Prollure n 3 K I For neKible structures (period?'BUilding Of'N CI'I A buIcIn; IlfwinQ eatfI.Use.85 or calculate per asce 7 Section.Refer to asce 7 Commentary to Chapter 2 for further delails.Used, For leeward wall and SldttwaIII, and for lll'1fdWard and _ _ K,Is.Three Exposure Categones (B, C, and 0) are defined in terms of the extent and types of Surface Roughness that are Upwind of the site Surface Roughness Categories B, C, and 0 are a classification system established nellarte to reflect the ;characteristics of ground surface irregularities.'1CM'tt1 lXI".U asce 7 5edlon 62 dem 'BUilding, SJ l diaphragm- on PI9' 21 as: A buiIdIIg In 'flhdI ball WIlIdwaro and IeewW wind loacII lit lhl'Ollgh lIoor and roof iIlV".Mam WIIld Fotcs-Reng System (mwfrs) An assemblage of slructural elements aSStgl'led available 10 provide support and stability for the overan structure, auto The system geneTaUy receIVeS wlIld Ioalfmg from more!han one nellarte sorface Components end CJaddmg (C C Elements of!he buldlng envelope thaI do qualify as part.




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