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PLAN 2626
BeamChek v2016 licensed to:
DINING BAY CRAWLSPACE Date:3/02/18
Selection (3)2x 10 DF-L#2 Lu=0.0 Ft
Conditions NDS 2015
Min Bearing Area R1= 1.8 in2 R2= 1.8 in2 (1.5)DL Defl= 0.11 in
Data Beam Span 14.0 ft Reaction 1 LL 840# Reaction 2 LL 840#
Beam Wt per ft 10.11 # Reaction 1 TL 1121 # Reaction 2 TL 1121 #
Bm Wt Included 142# Maximum V 1121 #
Max Moment 3923'# Max V(Reduced) 997#
TL Max Defl L/240 TL Actual Defl L/513
LL Max Defl L/360 LL Actual Defl L/770
Attributes Section(in') Shear(in) TL Defl(in) LL Defl
Actual 64.17 41.63 0.33 0.22
Critical 47.55 8.31 0.70 0.47
Status OK OK OK OK
Ratio 74% 20% 47% 47%
Fb(psi) Fv(psi) E(psi x mil) Fc (psi)
Values Reference Values 900 180 1.6 625
Adiusted Values 990 180 1.6 625
Adjustments CF Size Factor 1.100
Cd Duration 1.00 1.00
�.,. CI 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 IL: 120 Uniform TL: 150 =A
Uniform Load A
R1 =1121 R2= 1121
SPAN=14 FT
Uniform and partial uniform loads are lbs per lineal ft.
PLAN 2626
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BeamChek v2016 licensed to: (;4) 1�.„ v"r
GRAND FIREPLACE HEADER Date:3/02/18
Selection 5-1/8x 12 GLB 24F V4 DF/DF Lu=0.0 Ft
Conditions NDS 2015
Min Bearing Area R1=4.2 in2 R2=4.2 in2 (1.5)DL Defl= 0.02 in Recom Camber=0.03 in
Data Beam Span 6.5 ft Reaction 1 LL 1505# Reaction 2 LL 1505#
Beam Wt per ft 14.94# Reaction 1 TL 2714# Reaction 2 TL 2714#
Bm Wt Included 97# Maximum V 2714#
Max Moment 4410'# Max V(Reduced) 1879#
TL Max Defl L/240 TL Actual Defl L/>1000
LL Max Defl L/360 LL Actual Defl L/>1000
Attributes Section(in') Shear(in2) TL Defl(in) LL Defl
Actual 123.00 61.50 0.03 0.01
Critical 22.05 11.74 0.33 0.22
Status OK OK OK OK
Ratio 18% 19% 9% 6%
Fb(psi) Fv(psi) E(psi x mil) Fc (psi)
Values Reference Values 2400 240 1.8 650
Adiusted Values 2400 240 1.8 650
Adjustments Cv Volume 1.000
-Cd Duration—. --1,,OD-- -._ -4,40 - _ - -_- _ __ — -----
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: 820 =A
Uniform Load A
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R1 =2714 R2=2714
SPAN=6.5 FT
Uniform and partial uniform toads are lbs per lineal ft.
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PLAN 2626 , Y\ yy t i vt v
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=1.9 in2 R2=1.9 in2 (1.5)DL Defl= 0.13 in
Data Beam Span 14.5 ft Reaction 1 LL 870# Reaction 2 LL 870#
Beam Wt per ft 10.11 # Reaction 1 TL 1161 # Reaction 2 TL 1161 #
Bm Wt Included 147# Maximum V 1161 #
Max Moment 4208'# Max V(Reduced) 1037#
TL Max Defl L/240 TL Actual Defl L/462
LL Max Defl L/360 LL Actual Defl L/693
Attributes Section(in') Shear(in') TL Defl(in) IL Defl
Actual 64.17 41.63 0.38 0.25
Critical 51.01 8.65 0.73 0.48
Status OK OK OK OK
Ratio 79% 21% 52% 52%
Fb(psi) Fv(psi) E(psi x mil) Fel.(psi)
Values Reference Values 900 180 1.6 625
Adjusted Values 990 180 1.6 625
Adjustments CF Size Factor 1.100
-Cd uration ___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: 120 Uniform TL: 150 =A
Uniform Load A
R1 = 1161 R2= 1161
SPAN=14.5 FT
Uniform and partial uniform loads are lbs per lineal ft.