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LATERAL ANALYTICAL SECTION <br />(Per ASCE 7-16, IBC 2021,CBC 2022 & LABC 2023 Code)Job Number : 24077 <br />1 Plan : <br />GENERAL INPUT : (1 STORY) <br />Base Height Above Ground (ft)0.50 Plate Height (ft)10.00 <br />South Roof Height (N-S Direction-ft)17.00 West Roof Height (E-W Direction-ft)14.75 <br />South Roof Type (N-S Direction) Slope West Roof Type (E-W Direction) Gable <br />Roof Depth (N-S-ft)26.75 Roof Depth (E-W-ft)32.5 <br />Diaphragm Depth (N-S Direction-ft)24.75 Diaphragm Depth (E-W Direction-ft)31.75 <br />Diaphragm Span (N-S Direction-ft)31.75 Diaphragm Span(E-W Direction-ft)24.75 <br />Number of Ext. Wall (N-S)2 Number of Ext. Wall (E-W)2 <br />Number of Int. Wall (N-S)2 Number of Int. Wall (E-W)2 <br />SEISMIC ANALYSIS :(Using Equivalent Force Procedure per ASCE 7-16) <br />Determine Section Weight : <br />For N-S Direction : <br />Area(ft^2) Unit <br />Roof 869.375 20 <br />Ext.Wall(ft.)317.5 15 <br />Int. Wall(ft)317.5 10 <br />Sum:25,325 Ev(ASD) <br />Base Shear :(V=Cs*W) :2,912.8 5409 lbs <br />3.35 89.6125 <br />For E-W Direction : <br />Area(ft^2) Unit <br />Roof 869.375 20 <br />Ext.Wall(ft.)247.5 15 <br />Int. Wall(ft)247.5 10 <br />Sum:23,575 Ev(ASD) <br />Base Shear :(V=Cs*W) :2,711.5 5036 lbs <br />3.12 101.4 <br />WIND ANALYSIS :(MWFRS Directional Procedure Chapter 27 Part1 per ASCE 7-16 for Building of any Height) <br />The Velocity Pressures : <br />qz = 0.00256 Kz Kzt Kd V2 (ASCE 7-16 Equation27.3-1) <br />Kzt = 1.0 (Flat Terrian) <br />Kd = 0.85 (ASCE 7-16 Table 26.6-1) <br />Kz = 2.01*(max(z,15)/zg)(2/a)( ASCE 7-16 Tables 27.3-1) <br />h(ft)kz qz(psf) <br />Roof 14.67 0.849 22.35 <br />Wall 10.00 0.849 22.35 <br />p=qz*G*Cp-qi*(+/-GCpi) for windward wall (psf), where : qi=qh(Eq. 27.3-1, Sect.27.3.2) <br />p=qh*G*Cp-qi*(+/-GCpi) for leeward wall, side wall & roof (psf), where : qi=qh( Eq. 27.3-1, Sect.27.3.2) <br />The Internal Pressures: <br />Gcpi(+/-) 0.18 <br />qh 22.35 psf <br />+qhGCpi 4.02 psf <br />-qhGCpi -4.02 psf <br />(see next page for details) <br />SECTION NUMBER : <br />Weight(Ib) <br />17387.5 <br />4762.5 <br />3175 <br />Unit <br /> FN-S(psf) <br />Unit <br /> FN-S(plf) <br />Weight(Ib) <br />17387.5 <br />3712.5 <br />2475 <br />Unit <br /> FE-W(psf) <br />Unit <br /> FE-W(plf)