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• JOHN MOIST DESIGNS
BeamChek v2014 licensed to:John Moist Designs Reg#7077-3140
STEVENS-JOHANSON DINING
2 Date:5/26/15
Selection 1 6-3/4x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft
Conditions NDS 2012
Min Bearing Area R1= 12.9 in2 R2=9.5 in2 (1.5)DL Defl= 0.23 in Recom Camber=0.35 in
Data 1 Beam Span 12.25 ft Reaction 1 LL 5077# Reaction 2 LL 3646#
Beam Wt per ft 19.68# Reaction 1 TL 8408# Reaction 2 TL 6200#
Bm Wt Included 241 # Maximum V 8408#
Max Moment 26146'# Max V(Reduced) 7344#
TL Max Defl L/240 TL Actual Defl L/319
LL Max Defl L/360 LL Actual Defl L/644
Attributes Section(in') Shear(in') TL Defl(in) LL Defl
Actual I 162.00 81.00 0.46 0.23
Critical 130.73 45.90 0.61 0.41
Status OK OK OK OK
Ratio j 81% 57% 75% 56%
Fb(psi) Fv(psi) E(psi x mil) Fc L (psi)
Values I 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:425 Uniform TL: 714 =A _
Point LL Point TL Distance Par Unif LL Par Unif TL Start End f
2497 B=4218 4.25 240 H=330 0 4.25
H I
Uniform Load A
Pt loads: L
0 /\
R1 =8408 R2=6200
SPAN= 12.25 FT
Uniform and partial uniform loads are lbs per lineal ft.
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4
JOHN MOIST DESIGNS
BeamChek v2014 licensed to:John Moist Designs Reg#7077-3140
STEVENS-JOHANSON DINING
2 Date:5/26/15
Selection j 6-3/4x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft
Conditions NDS 2012
Min Bearing Area R1= 12.9 in2 R2=9.5 in2 (1.5) DL Defl= 0.23 in Recom Camber=0.35 in
Data j Beam Span 12.25 ft Reaction 1 LL 5077# Reaction 2 LL 3646#
Beam Wt per ft 19.68# Reaction 1 TL 8408# Reaction 2 TL 6200#
Bm Wt Included 241 # Maximum V 8408#
Max Moment 26146'# Max V(Reduced) 7344#
TL Max Defl L/240 TL Actual Defl L/319
LL Max Defl L/360 LL Actual Defl L/644
Attributes Section (in') Shear(in2) TL Defl (in) LL Defl
Actual I 162.00 81.00 0.46 0.23
Critical I 130.73 45.90 0.61 0.41
Status OK OK OK OK
Ratio 81% 57% 75% 56%
Fb(psi) Fv(psi) E(psi x mil) Fc I(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:425 Uniform TL: 714 =A
Point LL Point TL Distance Par Unif LL Par Unif TL Start End
2497 B=4218 4.25 240 H=330 0 4.25
H
Uniform Load A 1
I
Pt loads: C i
R1 =8408 R2=6200
SPAN = 12.25 FT
Uniform and partial uniform loads are lbs per lineal ft.