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Plans (2) 3 1 Residential Remodel 1401 17 RN 7 Consulting LLC 11605 NE 16th St. 11945 SW Viewcrest Ct.,Tigard,OR 97224 Vancouver, WA 98684 Brig Jensen (503) 737-4344 RP 02/14,2014 RNS-consulting@comcast.net " 2005 National Design Specification for Wood Construction Reduction Bending Shear Bearing E Rb 5 Beam CD 1.00 1.00 KbE 0.44 Mark header(4x12) Material: DIMENSIONAL LUMBER Cr 1.00 1.00 1.00 1.00 FbE 23250 Grade: DF;L No 2 or Better Cr 1.10 Fla` 990 psi Span 10 ft Lu= 1.33 ft size=4 x 12 C,, 1.00 1.00 1.00 1.00 Fb' 990 psi x1= 0 ft w1= 272.5 lbs/ft b= 3.500 in C, 1.00 1.00 1.00 1.00 Fv' 180 psi x2= 10 ft w2= 272.5 lbs/ft d= 11.25 in C, 1.00 Fc' 625 psi Xa= 0 ft Pa= 0 lbs A= 39.38 in2 Cv 1.00 E' 1600000 psi Xb= 0 ft Pb= 0 lbs S= 73.83 in3 C, 1.00 Fbe/Fb' 23 Xc= 0 ft Pc= 0 lbs I= '415.3 in' Cfu 1.00 R1= 1363 lbs V= 1120 lbs El= 664453 kip-in` R2= 1363 lbs M= 3406 ft-lbs Le= 2.74 ft Material DIMENSIONAL LUMBER V A„,,,=L/ 240 A= 0.09 inch Fb= g00 psi Grade DEA_No.2 or Better V Fv= 180 psi Load Duration,Co TEN YEARS I OCCUR LIVE s Fb'=(Fb)(Cd)(Ct)(Cf)(Cm)(Ci)(Cr)(CL)=990.0 psi E= 1600 ksi Temperature Factor,Cr 'Er T<-Moe V Fv'=(Fv)(Cd)(Ct)(Cm)(Ci)=180 psi Fc= 625 psi Wet Service Factor,CM MOISTURE CONT LESS THAN 13% V _,y E'=(E)(Ct)(Cm)(Ci)=1,600 ksi R1 Req'd Bearing Width 1.00 in. Incising Factor,CI MEMBER IS NOT INCISED V Fc'=(Fc)(Ct)(Cm)(Ci)=625 psi R2 Req'd Bearing Width 1.00 in. Repetitive Factor Cr MEMBER IS NOT REPERTTVE V fb=554 psi<Fb'=990 psi Bending Capacity=55.9% v M=3,406 ft-lbs<Mmax=6,091 ft-lbs Member a,12 V fv=43 psi<Fv'=180 psi Shear Capacity=23.7% V=1.120 lbs<Vmax=4,725 lbs 4 x 12,DIMENSIONAL LUMBER Max Dell=0.093 inches=L/ 1,285 Dell.Capacity=18.7% DF/L No.2 or Better 4,000 0.000 -0.010 `, 3,000 -0.020 ',, 2,000 17-, -0.030 • a -0.040 ' g 1,000 ,. ,, o-0.050 _ -o.oso /, 0 0.070 -1,000 0.080 -0.090 -2,000 -0100 "° n mm < o,=o, mm =Shear � .- � R 0 0, _ o o , - - - ,, m m m e �, . a „ ,, � m a m m ., Moment Distance(ft) Distance(ft) RNS Consulting LLC Residential Remodel :, 140117 11945 SW Viewcrest Ct.,Tigard,OR 97224 11605 NE 16th St. Vancouver, WA 98684 Brig Jensen (503) 737-4344 RP 02114/2014 RNS-consulting@comcast.net z T-- - - 2005 National Design Specification for Wood Construction Reduction Bending Shear Bearing E Rb 6 Beam CD 1.00 1.00 KbE 0.44 Mark floor joist(2x12) Material:DIMENSIONAL LUMBER CT 1.00 1,00 1.00 1;00 FbE 18149 Grade:DF:L.No.1 or Better CF 1.00 Fb* 1150 psi Span 16.5 ft Lu= 1.33 ft size=(2)2 x 12 C>, 1.00 1.00 1.00 1.00 Fb' 1150 psi x1= 0 ft w1= 73.15 lbs/ft b= 3.000 in C, 1.00 1.00 1.00 1.00 Fv' 180 psi x2= 16.5 ft w2= 73.15 lbs/ft d= 11.25 in C, 1.15 Fc' 625 psi Xa= 4.33 ft Pa= 1362.5 lbs A= 33.75 in' CV 1.00 E' 1700000 psi Xb= 0 ft Pb= 0 lbs S= 63.28 in3 CL 1.00 Fbe/Fb* 1 16 Xc= 0 ft Pc= 0 lbs I= 356.0 in' C% 1.00 R1= 1608 lbs V= 1504 lbs El= 605127 kip-in` R2= 961 lbs M= 6276 ft-lbs Le= 2.74 ft Material DIMENSIONAL LUMBER .ir,:.. ttimit=L/ 240 ,= 0.47 inch Fb= 1000 Psi Grade wr_No.1 or Better Fv= 180 psi Load Duration,CD TEN YEARS 1.0 OCCUR LIVE V Fb'=(Fb)(Cd)(Ct)(Cf)(Cm)(Ci)(Cr)(CL)=1,150.0 psi E= 1700 ksi Temperature Factor,C, wEr -,=1DEv,F V Fv'=(Fv)(Cd)(Ct)(Cm)(Ci)=180 psi Fc= 625 psi Wet Service Factor,CM Mosruae CONT_Ess THAN 19% V E=(E)(Ct)(Cm)(Ci)=1,700 ksi R1 Req'd Bearing Width 1.00 in. Incising Factor,CI >EMsra Isro1INCISED V Fc'=(Fc)(Ct)(Cm)(Ci)=625 psi R2 Req'd Bearing Width 100 in. Repetitive Factor Cr MEMBER s RFPCOTWVE V fb=1,190 psi>Fb'=1,150 psi Bending Capacity=103.5% M=6,276 ft-lbs>Mmax=6,064 ft-lbs Member (2)2.12 IF fv=67 psi<EV=180 psi Shear Capacity=37.1% V=1,504 lbs<Vmax=4,050 lbs (2)2 x 12,DIMENSIONAL LUMBER Max Deft=0.468 inches=L/ 423 Defl.Capacity=56.8% DF/L No.1 or Better 7,000 0.000 6,000 -0.050 , lo 5,000 -o o 1-; 4,000 -0.150 L x 3,000 0 200 > 2,000 ,`o -0.250 - -0.300 '.. % 1,000 a -0.350 0 arfie1',.."1-,Y -0.400 \ -1,000 -0.450 0 . 0„ „ . 0 „ „ . 000 . „ „ 0em ,n o.sooo -2,000 ".-- r-i Shear o < m m m _ o e o Moment Distance(ft) Distance(ft) 1 t ,- Residential Remodel . 140117 RNS Consulting LLC . 11605 NE 16th St. 11945 SW View-crest Ct..Tigard,OR 97224 Vancouver, WA 98684 Brig Jensen (503) 737-4344 RP 02/14/2014 RNS-consulting@comcast.net ����` y /I r; Residential Remodel 140117 RNS Consulting LLC 11605 NE 6th St. 11945 SW Viewcrest Ct.,Tigard,OR 97224 Vancouver, WA 98684 Brig Jensen (503) 737-4344 RP 02/14/2014 RNS-consulting@comcast.net