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0 0 <br /> 4 X Member Info Spans&Supports Loads Holes Location Analysis Product Selection Solutions Rer <br /> SKALLEY ,-v <br /> .napTr e -i PASSED <br /> v Level (http:! f e b.c dreport) Level,Wall:Header <br /> g 2 piece(s)2 x 8 Hem-Fir No.2 YV l X5 f,5 <br /> Floor:Joist 4/vi` L` <br /> Floor:Drop Seam Overall Length:6 <br /> Wall:Header �, ,.� '^ <br /> o f a <br /> V2_,_..--:g±i - <br /> 0 0 <br /> All locations are measured from the outside face of left support(or left cantilever end).All <br /> dimensions are horizontal. <br /> Load: System:Wall <br /> Design Actual @ Allowed Result LDF Combination Member Type: <br /> Results Location (Pattern) Header <br /> Building Use: <br /> Member 1697 @ 0 1823 Passed 1.0 D+1.0 Lr(All Residential <br /> Reaction(Ibs) (1.50") (93%) Spans) Building Code <br /> 1460@8 Passed 1.OD+1.0Lr(All IBC 2015 <br /> Shear(Ibs) 3/4" 2719 (54%) 1.25 Spans) Design <br /> 2747 @ 2'1 Passed 1.0 D+1.0 Lr(All Methodology: <br /> Moment(Ft-Ibs) 11/16" 2792 (98%) 1.25 Spans) ASD <br /> Live Load Defl. 0.059 @ 3'1 0.208 Passed 1.0 D+1.0 Lr(All <br /> — <br /> (in) 3/8" (L/999+) Spans) <br /> Total Load Defl, 0.149 @ 3' 0.313 Passed 1.0 D+1.0 Lr(All <br /> (in) 5/16" (L/502) Spans) <br /> • Deflection criteria:LL(L/360)and TL(L/240). <br /> • Top Edge Bracing(Lu):Top compression edge must be braced at 2'8"o/c unless detailed otherwise. <br /> • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 6'3"o/c unless detailed otherwise. <br /> • Applicable calculations are based on NOS. <br /> Bearing Length Loads to Supports(Ibs) <br /> Supports Total Available Required Dead Roof Live Total Accessories <br /> 1-Plate-SPF 1.50" 1.50" 1.50" 1033 664 1697 None <br /> 2-Plate-SPF 1.50" 1.50" 1.50" 673 664 1337 None <br /> Vertical Loads Location(Side) Tributary Width Dead Roof Comments <br /> (0.90) (1.25) <br /> 0-Self Weight(PLF) 0 to 6'3" N/A 5.5 -- <br /> 1-Uniform(PSF) 0 to 6'3" 8'6" 12.6 25.0 Default Load <br /> 2-Point(lb) 2' N/A 1000 - <br /> ForteWEB v2.1,Engine:V7.3.2.309,Data:V7.2.0.2 <br /> (aj <br /> 16 <br />