Report 5 ,�-I _ t'
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PLAN 2885
BeamChek v2016 licensed to:
GRAND FIREPLACE HEADER -SalliN AT POW t L OAP Date:3/02/18
Selection 5-118x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft
Conditions NDS 2015
Min Bearing Area R1=14.4 in2 R2=7.3 in2 (1.5)DL Defl= 0.02 in Recom Camber=0.03 in
DAR Beam Span 3.5 ft Reaction 1 LL 413# Reaction 2 LL 744#
Beam Wt per ft 14.94# Reaction 1 TL 9330# Reaction 2 TL 4773#
Bm Wt Included 52# Maximum V 9330#
Max Moment 9303'# Max V(Reduced) 9315#
TL Max Defl L/240 TL Actual Defl L/>1000
LL Max Defl L/360 LL Actual Defl L/>1000
Attributes Section(in') Shear(int) TL Defl(in) LL Deft
Actual 123.00 61.50 0.02 <0.01
Critical 46.52 58.22 0.18 0.12
Status OK OK OK OK
Ratio 38% 95% 11% 1%
Fb(psi) Fv(psi) E(psi x mil) Fcl(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=12000 1.0 463 H=820 1.0 3.5
H
Pt loads
R1 =9330 R2=4773
SPAN=3.5 FT
Uniform and partial uniform loads are lbs per lineal ft.
PLAN 2885
BeamChek v2016 licensed
GRAND FIREPLACE HEADER ' 5e0104/41 PIidE"k1G6" Date:3/02/18
Selection 5-1/8x 12 GLB 24F-1/4 DF/DF Lu=0.0 Ft
Conditions NDS 2015
Min Bearing Area R1=0.7 in2 R2=0.7 in2 (1.5)DL Deft= <0.01 in.Recom Camber=<0.01 in.
Data Beam Span 5.0 ft
Beam Wt per ft 14.94# Reaction 1 TL 487# Reaction 2 TL 487#
Bm Wt Included 75# Maximum V 487#
Max Moment 609'# Max V(Reduced) 292#
TL Max Defl L/240 TL Actual Defl L/>1000
Attributes Section(in3) Shear(in2) TL Defl(in)
Actual 123.00 61.50 0.00
Critical 3.05 1.83 0.25
Status OK OK OK
Ratio 2% 3% 1%
Fb(psi) Fv(psi) E(psi x mil) Fc.L(psi)
Valueg Reference Values 2400 240 1.8 650
Adjusted Values 2400 240 1.8 650
Acjustments 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 TL: 180 =A
Uniform Load A
R1 =487 R2=487
SPAN=5 FT
Uniform and partial uniform loads are lbs per lineal ft.
PLAN 2885
BeamChek v2016 licensed to:
GRAND FP CRAWLSPACE Date:3/02/18
Selection (3)2x 10 DF-L#2 Lu=0.0 Ft
Conditions NDS 2015
Min Bearing Area R1=2.2 in2 R2=2.2 in2 (1.5)DL Defl= 0.07 in
Dt Beam Span 11.5 ft Reaction 1 LL 1035# Reaction 2 LL 1035#
Beam Wt per ft 10.11 # Reaction 1 TL 1352# Reaction 2 TL 1352#
Bm Wt Included 116# Maximum V 1352#
Max Moment 3887'# Max V(Reduced) 1171 #
TL Max Defl L/240 TL Actual Defl L/635
LL Max Defl L/360 LL Actual Defl L/927
Attributes Section(ins) Shear(in2) TL Defl(in) LL Defl
Actual 64.17 41.63 0.22 0.15
Critical 47.11 9.76 0.58 0.38
Status OK OK OK OK
Ratio 73% 23% 38% 39%
Fb(psi) Fv(psi) E(psi x mil) Fc (psi)
Values Reference Values 900 180 1.6 625
Adjusted Values 990 180 1.6 625
Adjustments CF Size Factor 1.100
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
toads Uniform LL: 180 Uniform TL: 225 =A
•
Uniform Load A
R1 =1352 R2=1352
SPAN= 11.5 FT
Uniform and partial uniform loads are lbs per lineal ft.