Report / $7 )-2I2 - was 7
I7?'1 SA) 12S72 . �BeamChek v2.4 licensed to:nys associates Reg#2308-64023
Garsteck Remodel Great room to Parlor FB-1
Date: 1/26/12
Selection 3-118x 10-1/2 GLB 24F-V4 DF/DF Lu=8.0 Ft
Conditions
Min Bearing Area R1=7.4 in2 R2=7.4 in2
Data Beam Span 8.0 ft
Beam Wt per ft 7.97# Reaction 1 IL 4832# Reaction 2 TL 4832#
Bm Wt Included 64# Maximum V 4832#
Max Moment 9664'# Max V(Reduced) 3775#
TL Max Defl L/240 TL Actual Defl L/469
Attributes Section(in3) Shear(in2) IL Dell(in)
Actual 57.42 32.81 0.20
Critical 50.11 29.80 0.40
Status OK OK OK
Ratio 87% 91% 51%
Fb(psi) Fv(psi) E(psi x mil) Fcl_(psi)
Values Base Values 2400 190 1.8 650
Base Adjusted 2314 190 1.8 650
Adjustments Cv Volume 1.000
Cd Duration 1.00 1.00
Cr Repetitive 1.00
Ch Shear Stress 1.00
Cm Wet Use 1.00 1.00 1.00 1.00
Cl Stability 0.9642 Rb= 14.22 Le= 15.67 Ft Kbe=0.61
Loads Uniform TL: 1200 =A
Uniform Load A
R1 =4832 R2 =4832
SPAN=8 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2.4 licensed to:nys associates Reg#2308-64023
Garsteck Remodel Center Beam FB-2
Date: 1/26/12
Selection 5-1/8x 10-112 GLB 24F-V4 DF/DF Lu= 14.0 Ft
Conditions
Min Bearing Area R1=7.1 in2 R2=7.1 in2
Data Beam Span 14.0 ft
Beam Wt per ft 13.08# Reaction 1 TL 4642# Reaction 2 TL 4642#
Bm Wt Included 183# Maximum V 4642#
Max Moment 16245'# Max V(Reduced) 4061 #
TL Max Defl L/240 TL Actual Defl L/261
Attributes Section(in3) Shear(in2) TL Defl (in)
Actual 94.17 53.81 0.64
Critical 82.67 32.06 0.70
Status OK OK OK
Ratio 88% 60% 92%
Fb(psi) Fv(psi) E(psi x mil) Fc1(psi)
Values Base Values 2400 190 1.8 650
Base Adjusted 2358 190 1.8 650
Adjustments Cv Volume 1.000
Cd Duration 1.00 1.00
Cr Repetitive 1.00
Ch Shear Stress 1.00
Cm Wet Use 1.00 1.00 1.00 1.00
CI Stability 0.9825 Rb= 11.05 Le=25.45 Ft Kbe=0.61
Loads Uniform TL: 650 =A
Uniform Load A
R1 =4642 R2=4642
SPAN= 14 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2.4 licensed to:nys associates Reg#2308-64023
Garsteck Remodel Bath Beam FB-3
Date: 1/26/12
Selection 4x 8 DF-L#2 Lu=5.0 Ft
Conditions NDS'91
Min Bearing Area R1=2.6 in2 R2=2.6 in2
Data Beam Span 5.0 ft
Beam Wt per ft 6.17# Reaction 1 TL 1640# Reaction 2 TL 1640#
Bm Wt Included 31 # Maximum V 1640#
Max Moment 2051 '# Max V(Reduced) 1244#
TL Max Defl L/240 TL Actual Defl L/>1000
Attributes Section(int) Shear(in2) TL Defl(in)
Actual 30.66 25.38 0.05
Critical 21.77 19.64 0.25
Status OK OK OK
Ratio 71% 77% 21%
Fb(psi) Fv(psi) E(psi x mil) Fc (psi)
Values Base Values 875 95 1.6 625
Base Adjusted 1130 95 1.6 625
Adjustments CF Size Factor 1.300
Cd Duration 1.00 1.00
Cr Repetitive 1.00
Ch Shear Stress 1.00
Cm Wet Use 1.00 1.00 1.00 1.00
Cl Stability 0.9936 Rb=8.41 Le=9.96 Ft Kbe=0.439
Loads Uniform TL: 650 =A
Uniform Load A
R1 = 1640 R2= 1640
SPAN=5 FT
Uniform and partial uniform loads are lbs per lineal ft.
Garsteck RemodelRI3Window header
Date: 3/20/12
Min Bearing Area R1=2.4 int R2=2-.44 int
Data I Beam Span 6.0 ft
I
Max Moment 2278'# Max V(Reduced) 1213#
I
TL Max Deft L/240 IL Actual Deft L/869
Actual 30.66 25.38 0.08 i
1/4...iito..at 24.21 19.15 A A A
Status OK OK OK
RI(psi) F v(psi.) E(psi x Hui) Fi..; (ps-1)
.,
vap_iesI Rase Values 875 95 1.6 625
Base Adjusted 1129 95 1.6 625
.4flivqm,nnts nt7 si-5,-.•Fnr:tnr 1 :Ann
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Cr Repetitive 1.00
Ch Shear Stress 1.00
CmWetUse 1.00 1.001.00
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LOitcf.S Unifom-i TL: -5G0 =A
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PI = 1152. P.??= 11P.
Uniform and partial uniform loads are lbs per lineal ft.