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LATERAL ANALYTICAL SECTION <br />(Per ASCE 7-16, IBC 2021,CBC 2022 & LABC 2023 Code) Job Number : 25111 <br />SECTION NUMBER : 1 (cont.)Plan : <br />Parallel to Ridge Wind Load Tabulation for MWFRS (E-W Direction): <br />(w/+Gcpi) (w/-Gcpi) <br />All 0.80 16.67 14.34 8.34 <br />Cond.1 -0.57 16.67 -5.02 -11.02 <br />Cond.2 -0.05 16.67 2.23 -3.77 <br />All -0.47 16.67 -3.61 -9.61 <br />All -0.50 16.67 -4.08 -10.08 <br />All -0.70 16.67 -6.92 -12.92 <br />Design Sumary Wind Loading (E-W Direction): <br />Horizontal Vertical <br />Roof 5.67 2.67 <br />1st Floor 18.42 0.00 94.22 plf <br />Normal to Ridge Wind Load Tabulation for MWFRS with q ≥ 10o(N-S Direction): <br />(w/+Gcpi) (w/-Gcpi) <br />Roof 0.80 16.67 14.34 8.34 <br />Wall 0.80 16.67 14.34 8.34 <br />Cond.1 -0.90 16.67 -9.75 -15.75 <br />Cond.2 -0.18 16.67 0.45 -5.55 <br />Cond.1 -0.90 16.67 -9.75 -15.75 <br />Cond.2 -0.18 16.67 0.45 -5.55 <br />Cond.1 -0.50 16.67 -4.08 -10.08 <br />Cond.2 -0.18 16.67 0.45 -5.55 <br />Cond.1 N/A N/A N/A N/A <br />Cond.2 N/A N/A N/A N/A <br />All -0.29 16.67 -1.09 -7.09 <br />All -0.70 16.67 -6.92 -12.92 <br />Design Sumary Wind Loading (N-S Direction): <br />Horizontal Vertical <br />Roof 15.43 3.82 <br />Wall 15.43 0.00 115.73 plf <br />DIAPHRAGMS ANALYSIS (ASD METHOD) : <br />Design Sumary Loading : <br />Seis.(N-S)Wind(N-S)Govern Seis.(E-W)Wind (E-W)Govern <br />Roof 120.4 69.4 Seismic 62.7 56.5 Seismic <br />For N-S Direction : <br />Max. Diaphragm Shear @ Roof : <br />Vn-s=wL/2B 19.47 plf < 180 plf OK <br />USE : 15/32" APA(OR OSB) RATED SHEATHING EXP 1 WITH A MIN. PANEL INDEX OF 32/16. <br />UNBOCKLED DIAPHRAGMS W/8d @ COMMON NAIL @ 6" O.C. B.N., 6" O.C. E.N., 12' O.C F.N. <br />CHORD FORCE :232.42 <br />SPICE W/ MINI (5)16d SINKER EACH SIDE OF SPLICE @ 8" O.C.(STANDARD CONSTRUCTIONS) <br />For E-W Direction : <br />Max. Diaphragm Shear @ Roof : <br />Ve-w=wL/2B 73.05 plf < 180 plf OK <br />USE : 15/32" APA(OR OSB) RATED SHEATHING EXP 1 WITH A MIN. PANEL INDEX OF 32/16. <br />UNBOCKLED DIAPHRAGMS W/8d @ COMMON NAIL @ 6" O.C. B.N., 6" O.C. E.N., 12' O.C F.N. <br />CHORD FORCE :90.82 <br />SPICE W/ MINI (5)16d SINKER EACH SIDE OF SPLICE @ 8" O.C.(STANDARD CONSTRUCTIONS) <br />Leeward Wall -4.09 <br />Side Walls -9.92 <br />Location Net Pressure (psf) <br />Windward <br />Roof <br />0 to h/2 -12.75 <br />-2.55 <br />h/2 to h -12.75 <br />-2.55 <br />h to 2h -7.08 <br />-2.55 <br />>2h N/A <br />N/A <br />Location Net Pressure (psf) <br />Surface Location Cp q(psf)qGCp(psf)Net Pressure (psf) <br />Windward Wall 11.34 <br />11.34 <br />Windward Roof -8.02 <br />-0.77 <br />Leeward Roof -6.61 <br />Leeward Wall -7.08 <br />Side Walls -9.92 <br />Surface Location Cp q(psf)qGCp(psf)Net Pressure (psf) <br />Windward Wall 11.34