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STRUCTURE ANALYSIS - LOADING SUMMARY AND NIEMBER CHECK- MP3&MP4 f ' <br /> Member Properties Summary <br /> MP3&MP4 Horizontal Member S ans U raded Rafter Pro erties <br /> Overhan 2.16 ft Net W 3.00" <br /> Roof stem Pro erties S an 1 11.40 ft 'E uiv D 3.50" <br /> Number of S ans w o Overhan 1 S an 2 Nominal Yes <br /> Roofin Material Com Roof S an 3 A in^2 10.50 <br /> Re-Roof No Span 4 S5c(in.^3) 6.12 <br /> PI ood Sheathin Yes S an 5 ix in^4 10.72 <br /> Board Sheathing Solid-Sheathing Total Rake S an 14.52 ft TL Defl'n Limit 120 <br /> Vaulted Ceilin No. PV 1.Start 0.33 ft Wood S ecies SPF <br /> Ceilin Finish 1/2"Gypsum Board PV 1 End 12.75 ft Wood Grade #2 <br /> Rafter Slo e 21° PV 2 Start Fb si 875 <br /> Rafter S acin 24"O.C. PV 2 End Fv(psi) 135 - <br /> To Lat Bracin Full PV 3 Start E(psi 1,400,000 <br /> Bot Lat Bracin At Su orts PV 3 End E-min si 510 000 <br /> Member Loading Summary <br /> Roof Pitch 5 12 Initial Pitch Ad'ust Non-PV Areas PV Areas <br /> Roof Dead Load DL 9.5 psf x 1.07 10.2 psf 10.2 psf <br /> PV Dead Load PV-DL 3.0� sF x 1.07 3.2 sf <br /> Roof Live Load RLL 20.0 sf x 0.98 19.5 sf <br /> Live/Snow Load LL SLl,Z� <br /> Total Load Governin LC TL 10.2 sf 13.4 sf <br /> Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Fgure 7-2] 2. pf=0.7(Ce)(C�(IS)p9; Ce=0.9,C2=1.1,I5=1.0 <br /> Member Design Summary(per NDS) <br /> Govemin Load Comb CD CL + CL - CF Cr <br /> D 0.9 1.00 0.99 1.5 1.15 <br /> Member Anal sis Results Summary <br /> Governin Anal sis Max Moment @ Location Ca aci DCR Result <br /> + Bendin Stress si 792 8.1 ft 1 358 0.58 Pass <br />