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Specifications (17)
M Z a ib -605'67 ••1 . ,5 -; • •• •• S. • • • • •• • • • • •• • •• ••• ••• •• •• •• • •• •• ••• •• • •• •• • •• • • •• •• •• •• •• •• • . • • • • • • • • S. • • • •• • • t • • • •• • • • • • ••• • • ••. • • .. .'Cs—:—:— NASH&ASSOCIATES BEAM DESIGN DATA "' `'pR0'JECT: ••• • DATE: • • • • • • • • • • • ••• ••• •• • • • • •_. 5øa • • • • S.. • • • • • •• Roof Loads: LL 25#/sf DL 15 #/sf Total 40#/sf Unless Noted Otherwise Floor Loads: LL 40///sf DL 10 #/sf Total 50#/sf Deck Loads: IL 60#/sf DL 10 #/sf Total 70#/sf Soil: 1500 PSF Min. Concrete: Per IBC 12 Masonry: Per IBC 12 Steel: Per IBC 12 Wood: Per IBC 12 Nailing: Per IBC 12 4" Beam: Douglas Fir #2 fv = 180 fb = 900 PSI E = 1,600,000 6" Beam: Douglas Fir #2 fv = 170 fb = 875 PSI E = 1,300,000 Joists & Hem Fir #2 Rafters: Iv = 150 fb = 850 PSI E = 1,300,000 Glu—Lam Beams: Iv = 240 PSI fb = 2,400 PSI (reduced by size factor, CF•ICI) E = 1,800,000 8003 118th AVE NE Kirkland WA cumfin (4.9K) R2R_A117 • •• •• •• • • • • •• • • • • • • • • • • • • • • • • •• •• • • • • • • i ' ••• • • •• • • • • • • • • • • • • • • • • • • • • • •• BeamChek v2014 licensed to: • #g4q4122. •• UPPER HALL • •• • .' •'. ' ; • •• •• •• • • • • •• • • • • • • • • • • • • • • • • •• •• • • • • • • ••• • • •• • • • • • • • • • • • • • • • • • • • • • •• BeamChek v2014 licensed to:Nash Jones Anderson. • deg#8464-622 .. •. - •-• • • • •- -.-p-T BEDROOM TWO •• • •• ••. • : :•• RB-2 •:Wate:11/10/34. ••• •:. ••• Selection I 4x 6 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 ••• ••• • • .• •• Min Bearing Area R1=3.0 in2 R2=3.0 in2 (1.5)DL Defl=:0.03 rn • ; : : Data Beam Span 5.0 ft Reaction 1 LL 1158#: ijg:sgtich12 L!• • • • 1.15:# Beam Wt per ft 6.17# Reaction 1 TL 1865# Reaction 2 TL 1865# Bm Wt Included 31 # Maximum V 1865# Max Moment 23321# Max V(Reduced) 1415# TL Max Defl L/240 TL Actual Defl L/856 LL Max Defi L/360 LL Actual Defl L/>1000 Attributes Section(in3) Shear(inl TL DefljinL LL Defi Actual 30.66 25.38 0.07 0.04 Critical 23.92 11.79 0.25 0.17 Status OK OK OK OK Ratio 78% 46% 28% 22% FbJpsi) Fv(psis _ E(psi x mit) Fcl(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1170 180 1.6 625 Adjustments CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:463 Uniform TL: 740 =A L_ Uniform Load A E J R1 = 1865 R2= 1865 SPAN=5 FT Uniform and partial uniform loads are lbs per lineal ft. • •• •• •• • • • • .• • • • • • • • • • • • • • • • • •• •• • • • • • • 4114141 • • •• • • • • • • • • • • • • • • • • • • • • • •• BeamChek v2014 licensed to:Nash Jones Anderson, Rig#6.46:4-15.2c. • •• BEDROOM THREE : .• • •• •'. • : :'• RB-3 ••Bag 1/1014. ••• •:. ••• Selection 4x 10 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 4100 ••• • • •• •• • Min Bearing Area R1=1.8 in2 R2=5.6 in2 (1.5)DL Defl=•'0.02 in ...• --__ • 09* •. •---• --- Data Beam Span 5.0 ft Reaction 1 LL 636#: I tidh,2 LG : : : t9.7Y# Beam Wt per ft 7.87# Reaction 1 TL 1116# Reaction 2 TL 3495# Bm Wt Included 39# Maximum V 3495# Max Moment 3130'# Max V(Reduced) 2919# TL Max Defl L/240 TLActual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes _- Section(in)_ Shear(in') TL Defl sin) LL Defl _ Actual 49.91 32.38 0.04 0.02 Critical 34.78 24.32 0.25 0.17 Status OK OK OK OK Ratio 70% 75% 16% 11% Fb(psi) Fv(psi) E(psi x mil) Fcl s si Values Reference Values 900 180 1.6 625 Adjusted Values _ 1080 180 1.6 -_ 625 Adjustments CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use - 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft i Point LL Point TL Distance Par Unif LL Par Unif TL Start End 1750 B=3192 4.0 100 H=160 0 4.0 463 I=740 4.0 5.0 I I H J Pt loads: g] R1 =1116 R2=3495 SPAN=5 FT Uniform and partial uniform loads are lbs per lineal ft. • •• •• •• • • • • •• • • • • • • • • . • • • • • • • •• •• • • • • • • ••• • • •• • • • • • • • • • • • • • • • • • • . • • •• BeamChek v2014 licensed to:Nash • • • • • •-•- •• • • • . • • •• • • • • • • • • •. H 1012{1/16 • 5-1: . • Selection 3-1/8x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2012 ... ••• • • •• •• Min Bearing Area R1=4.5 in2 R2=5.4 in2 (1.5)DL Def1=1:0.14:n eteeori C*amber=.0.20 in Data Beam Span 6.0 ft Reaction 1 LL797#• ReactionQ 1.1_ • • . •11v2# Beam Wt per ft 6.83 # Reaction 1 TL 2908#' Reaction 2 TL . 5 5 *S538# Bm Wt Included 41 # Maximum V 3538# Max Moment 7253'# Max V(Reduced) 2978# TL Max Defl L/240 TL Actual Defl L/433 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in') Shear(in2) TL Defl(in) LL Defl Actual 42.19 28.13 0.17 0.03 Critical 36.27 18.61 0.30 0.20 Status OK OK OK OK Ratio 86% 66% 55% 15% Fb(psi) Fv(psi) E(psi x mil) Fc (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adjustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Point TL Distance Par Unif LL Par Unif TL Start End B=3225 3.0 200 H=320 0 3.0 463 I=740 3.0 6.0 I H Pt loads: R1 =2908 R2=3538 SPAN=6 FT Uniform and partial uniform loads are lbs per lineal ft. • •• •• •• • • • • •• • • • • • • • • • • • • • • • • •• •• • • • • • . ••• • • •• • • • • • • • • • • • • • • • • • • • • • •• BeamChek v2014 licensed to:Nash JonesAndersoi •: .Peg#4461-6422! •: ••• • • • • • • • •• NOOK • • • • • • • •• • • • • • • B-1 '6bare'11/10h14• • ••• • $e/octicn [4x 10 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 ••• •••• • • •• •• • • • OOOOOO Min Bearing Area R1=2.6 in2 R2=2.6 int (1.5)DL Defl=;0.02 Di 2112 Beam Span 6.0 ft Reaction 1 LL 1080#: Fbe;aetiori;LC : : : 13119t# Beam Wt per ft 7.87# Reaction 1 TL 1614# Reaction 2 TL 1614# Bm Wt Included 47# Maximum V 1614# Max Moment 2420'# Max V(Reduced) 1199# IL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in3) Shear(in') TL Defl(in) LL Defl Actual 49.91 32.38 0.05 0.03 Critical 26.89 9.99 0.30 0.20 Status OK OK OK OK Ratio 54% 31% 16% 14% Fb(psi) Fv(psi) E(psi x mill Fci(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1080 180 1.6 625 Agius(rnents CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:360 Uniform TL: 530 =A Uniform Load A rv R1 = 1614 R2=1614 SPAN=6 FT Uniform and partial uniform loads are lbs per lineal ft. • •• •• •• • • 0 • •• • • • • • • • • • • • • • • • • •. •• • • • • • • ••• • • •• • • • • • • • • • • • • • • • • • • • . • •• BeamChek v2014 licensed to:Nash Jones Anderson .: .RQg#6g84-6�2' • •• . • • • •• GREAT ROOM • • • • . • •• • • • • • • B-2 •¶Y td:•1•1/10/'1+4 • • ••• • Selection 1 4x 10 DF-L#2 Lu=0.0 Ft I Conditions NDS 2012 ••• •• • • •• •• •Min Bearing Area R1=2.2 in2 R2=2.2 in2 (1.5)DL Defl= V.01 iQ • • • • • . Data Beam Span 5.0 ft Reaction 1 LL 900# • Reaction AL: : : : OVI# Beam Wt per ft 7.87# Reaction 1 TL 1345# Reaction 2 TL 1345# Bm Wt included 39# Maximum V 1345# Max Moment 16811# Max V(Reduced) 930# TL Max Defl L/240 TL Actual Defl L/>1000 U..Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in3) Shear(int) TL Defl(in) LL Defl Actual 49.91 32.38 0.02 0.01 Critical 18.68 7.75 0.25 0.17 Status OK OK OK OK Ratio 37% 24% 10% 8% Fb(psi) Fv(psi) E(psi x mid Fcl(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1080 180 1.6 625 Adjustments CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:360 Uniform TL: 530 =A I Uniform Load A 1 R1 = 1345 R2=1345 SPAN=5 FT Uniform and partial uniform toads are lbs per lineal ft. • •• •• •• • • • • •• • • • • • • • • • • • • • • • • a •• •• • • • • • • ••• • • •• • • • • • • • • • • • • • • • • • • • • • •• BeamChek v2014 licensed to:Nash., • • • •• •• • • • • . • ••• • • • . • • . •• • • • • • • • • 8-3 .:Da :.10/2c$14 ••• Selection 3-1/8x 10-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2012 ••• .•• • • •• •• Min Bearing Area R1=4.0 in2 R2=5.0 in2 (1.5)DL Defl=:0.07in Cot ecor i Car/b4r41:1 in Data Beam Span 9.5 ft Reaction 1 LL 2033#; FKViuq 2 L- : : : :2X7* Beam Wt per ft 7.97# Reaction 1 TL 2579# Reaction 2 TL 3260# Bm Wt Included 76# Maximum V 3260# Max Moment 7248'# Max V(Reduced) 2618# TL Max Defl L/240 TL Actual Defl L/459 LL Max Defl L/360 LL Actual Defl L/641 Attributes Section(in') Shear(in?) TL Defi(in) LL Defi Actual 57.42 32.81 0.25 0.18 Critical 36.24 16.36 0.48 0.32 Status OK OK OK OK Ratio 63% 50% 52% 56% Fb(psi) Fv(psi) E(psi x mil) Fc_t_(psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adjustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads _ Par Unif LL Par Unif TL Start End 340 H=425 0 3.75 580 I=725 3.75 9.5 I H R1 =2579 R2=3260 SPAN=9.5 FT Uniform and partial uniform loads are lbs per lineal ft. • •• •t •• • • • • •• • • • I • • • • • • • • • • • • 1/9 •• • • • • • • 9•• • • •• • • • • • • • • • • • • • • • • 0 • • • • •• BeamChek v2014 licensed to:Nash Jones Andersoi •: jit #6484�622r• •: ••• GREAT ROOM • •° ' •' •'• " • ••• B-4 • • D>ltetIt/10/14•, ••• ••• "• • Selection [3-118x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft 1 Qpn tions NDS2012 ••• ••• •• •• Min Bearing Area R1=6.4 in2 R2=6.4 in' (1.5)DL Defl= (.10 irr Resa com Abor-:0.'�5:I• "••—•-•- -rr-r• OPata Beam Span 11.0 ft Reaction 1 LL 3300# :Refit tiorr2LL; : : :344)1 Beam Wt per ft 9.11 # Reaction 1 IL 4175# Reaction 2 TL 4175# Bm Wt Included 100# Maximum V 4175# Max Moment 114821# Max V(Reduced) 3416# TL Max Defl L/240 TL Actual Defl L/388 LL Max Defi L/360 LL Actual DeflL/542 9tltibutas Section(in) Shear(int) TL Defl(in) LL Defl Actual 75.00 37.50 0.34 0.24 Critical 57.41 21.35 0.55 0.37 Status OK OK OK OK Ratio 77% 57% 62% 66% Fb(psi) Fv(psi) E(psi x mill Fc I(psi) Values Reference Values 2400 240 1.8 850 Adjusted Values 2400 24. 0 1.8 850 Aclistmools Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:600 Uniform TL: 750 =A I Uniform Load A R1 =4175 R2=4175 SPAN=11 FT Uniform and partial uniform loads are lbs per lineal ft. • •• •• •• • • • • •• • • • • • • • • • • • • • • ••• • • •• • • • • • • • s • • • • • • • • • • • • • •• BeamChek v2014 licensed to:Nash Jones Anderson z_ 9#64•64;62,2•• •a ••• • DINING ROOM •• •' ' .' .', •• • •• B-5 •Cate~.I4/11/14. • '•• ••• '• ' • Selection [(2)2x 12 HF#2 Lu=0.0 Ft Condition4 NDS 2012 ••• •••• • • •• •• Min Bearing Area R1=3.1 in7 R2=4.5 int (1.5)DL Deft= 2.01 in ••: • •s• •--r•-• _• •-s • • 1211152 Beam Span 5.0 ft Reaction 1 LL 812# : Rita for tL' ; • ;1h*# Beam Wt per ft 8.2# Reaction 1 TL 1276# Reaction 2 TL 1816# Bm Wt Included 41 # Maximum V 1816# Max Moment 2216'# Max V(Reduced) 1152# TL Max Def) L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in3) Shear(ink TL Defl(in) LL Defl Actual 63.28 33.75 0.03 0.01 Critical 31.28 11.52 0.25 0.17 Status OK OK OK OK Ratio 49% 34% 10% 7% Fb •si Fv •si E •six mil Fcl •si Value4 Reference Values 850 150 1.3 405 Ad'usted Values 850 150 1.3 405 Adjustments CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 _ 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft l Point TL Distance Par Unif LL Par Unif TL Start End 1 B=600 3.0 280 H=350 0 3.0 560 I=700 3.0 5.0 I I H -1 Pt loads: Q R1 =1276 R2=1816 SPAN=5 FT Uniform and partial uniform loads are lbs per lineal ft. ••• 041 •• •• •••• . • • • • • • •. •S. • • . . • , S. •. 00* • . :.• • • . • • . • • • • • • • • • • • • • • • • • • BeamChek v2014 licensed to:Nash Jones Anderson Ito#g464-622• •• DEN/GUEST • •.• • •' ••. • •• /�� • . • B-6 Date �'•It10;1� ... •.' •:. .0.0• Selection 13-1/8x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft I Conditions NDS 2012 ... ••• • • .• . Min Bearing Area R1=5.1 in2 R2=5.1 int (1.5)DL Defl= 0.13 in:Rectmio Ciannb&=A.4)ID ; Data Beam Span 11.0 ft Reaction 1 LL 2090# Reaationxl.L•.• : pop* :.. Beam Wt per ft 9.11 # Reaction 1 TL 3295# Reaction 2 TL 3295# Bm Wt Included 100# Maximum V 3295# Max Moment 9062'# Max V(Reduced) 2696# TL Max Deft L/240 TL Actual Defl L 1459 LL Max Defl L/360 LL Actual Defl L/855 Attributes Section(in') Shear(in2) TL Defl(in) LL Defl Actual 75.00 37.50 0.29 0.15 Critical 45.31 16.85 0.55 0.37 Status OK OK OK OK Ratio 60% 45% 52% 42% Fb(psi) _ Fv(psi)_ E(psi x mill Fci.(psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adjustnron s Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:380 Uniform TL; 590 =A [ Uniform Load A 1_ _ J 7\ R1 =3295 R2=3295 SPAN= 11 FT Uniform and partial uniform loads are lbs per lineal ft. • • • •• •• ' • • • • • 000 • • •0' •• • • • • • • • • • ' • • • • • • • , , • • • • BeamChek v2014 licensed to:Nash Jones Andersor ag#X464-622. . •• DINING ROOM • .. • •' . •• • • . . B-7 Date!i t/184 4 ... ... • SelesJon 13-118x 9 GLB 24F V4 DF/DF Lu=0.0 Ft Conditions NDS 2012 ... ••• • , .. .. Min Bearing Area R1=4.4 in2 R2=2.7 in2 (1.5)DL Defl= 0.05 irr Reim tambk 0.08 VI : : • ... •.. 40. • • Data Beam Span 6.0 ft Reaction 1 LL 1621# Reac;tior321-L',• : : 926#:1. Beam Wt per ft 6.83# Reaction 1 TL 2858# Reaction 2 TL 1748.# Bm Wt Included 41 # Maximum V 2858# Max Moment 4853'# Max V(Reduced) 2238# TL Max Defl L/240 TL Actual Defl L/713 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes - Section(in') Shear(in') TL Defl in LL Defl Actual 42.19 28.13 0.10 0.05 Critical 24.27 13.99 0.30 0.20 Status OK OK OK OK Ratio 58% 50% 34% 23% Fb(psi) Fv(psi) E(psi x mil) Fc (ps) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adjustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft _Loads_ L Point LL Point TL Distance Par Unif LL Par Unif TL Start _ End j 1158 B=1865 3.0 463 H=820 0 3.0 I=80 3.0 6.0 L 1 1 . L H Pt loads: L- - INn R1 =2858 R2=1748 SPAN=6 FT Uniform and partial uniform loads are lbs per lineal ft. • •• •• •• • • • • S. • • . • • • ' ••' • ' • • ••• • • •• • • • • • • • • ' ' • • • • • • • • •• •• • BeamChek v2014 licensed to:Nash. •• • • • • • .. • •• B-8 Data: 1010/16 •' ..4. • •-••�. • Selection 3-1/8x 10-1/2 GLB 24F-V4 DF/DF Lu=0.0♦ t ' F Conditions NDS 2012 Min Bearing Area R1= 1.9 in2 R2=5.1 int (1.5)DL Defl= 0.19in Recoir Garsigar--:Q'.28 kr. Data Beam Span 14.0 ft Reaction 1 LL 880# RQactia 2 I;L; ;•; ;2537:# Beam Wt per ft 7.97# Reaction 1 TL 1233# Reaction 2 Tl ' ' '3329'# Bm Wt Included 112# Maximum V 3329# Max Moment 8108 W Max V(Reduced) 3247# TL Max Defl L/240 IL Actual Defl L/303 LL Max Defl L/360 LL Actual Defl L/456 Attributes Section(in') Shear(in') TL Defl(in) LL Defl Actual 57.42 32.81 0.56 0.37 Critical 40.54 20.30 0.70 0.47 Status OK OK OK OK Ratio 71% 62% 79% 79% Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adjustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:60 Uniform TL: 85 =A Point LL Point TL Distance 2577 B=3260 11.5 Uniform Load A Pt loads: R1 = 1233 R2=3329 SPAN= 14 FT Uniform and partial uniform loads are lbs per lineal ft. 4 4• •• •• • • • • •• • • • • • • • • • • • •• ••• •. • R • ' IP • • 000 • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • BeamChek v2014 licensed to:Nash Jones Andersor eh# 454-62�• •-• • •. -.-.--• . -•• • • GARAGE • •• •• ••• • • • • : •. • .• GB-1 Date!if/10/14 ••• •' •• Selection 5-1/13x 13 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2012 ••• ••• • • •• •• • Min Bearing Area R1=7.5 in2 R2=7.5 ina (1.5)DL Defl= 0.19 irC RecIpm mber10.1 9 Data Beam Span 18.75 ft Reaction 1 LL 3750# Reattion►14 L..• : :37 0 :•' Beam Wt per ft 18.68# Reaction 1 TL 4863# Reaction 2 TL 4863# Bm Wt Included 350# Maximum V 4863# Max Moment 22794'# Max V(Reduced) 4214# TL Max Defl L/240 TL Actual Defl L/364 LL Max Deft L/360 LL Actual Defl L/526 ` Attributes Section(in3) Shear(in') TL Defl(in)_ LL Defl . Actual 192.19 76.88 0.62 0.43 Critical 115.23 26.34 0.94 0.63 Status OK OK OK OK Ratio 60% 34% 66% 68% Fb 1psi) Fv(psi) E(psi x mil) Fcl(psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2374 240 1.8 650 _ Adjustments Cv Volume 0.989 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:400 Uniform TL: 500 =A Uniform Load A 1 L --- -- 1 /\ R1 =4863 R2=4863 SPAN=18.75 FT Uniform and partial uniform loads are lbs per lineal ft. • •• •• •• • • • • • • . • • • • •• . • • •• •• • • • •• • • • • ••• • • •• • ' • • • • • R • • •• • • • • • • • • • • • • BeamChek v2D14 licensed to:Nash Jones Anderson Jg 10464-623 • . ,.. GARAGE • •• •__• • • •' .'. •• . GB-2 Date'I1/1 *1.4 :.• ... ' • • Selection 5-1/8x 13-112 GLB 24F-V4 DF/DF i Lu=0.0 Ft I conditions NOS 2012 ••• ••• ••• •• •• •• Min Bearing Area R1=6.7 in2 R2=6.7 in2 (1.5)DL Defl= 0.17 ii Reeom tamtaer�026:n; Data Beam Span 16.0 ft Reaction 1 LL 3200# Reaction LLL'.• : :3401#:1• Beam Wt per ft 16.81 # Reaction 1 TL 4375# Reaction 2 TL 4375# Bm Wt Included 269# Maximum V 4375# Max Moment 17498 W Max V(Reduced) 3759# TL Max Defl L/240 IL Actual Defl L/398 LL Max Defl L/360 LL Actual Defl L/617 Attributes Section(in3) Shear on') TL Defl t!)____ LL Defl Actual 155.67 69.19 0.48 0.31 Critical 87.49 23.50 0.80 0.53 Status OK OK OK OK Ratio 56% 34% 60% 58% Fb(psi) Fv(psi) E(psi x mil) Fc1(psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adlustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:400 Uniform TL: 530 =A 1 __ Uniform Load A [.__ — — R1 =4375 R2=4375 SPAN=16 FT Uniform and partial uniform loads are lbs per lineal ft.