Report (2) /uSrd-011 --_C l6•
GOSSER BUILDING DESIGN 1 �� ' " �Si ,/
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BeamChek v2.4 licensed to:Dick Gosser Reg#815-19
41,4,
Date: 9/28/11
Selection 5-118x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft
Conditions
Min Bearing Area R1=2.4 in2 R2=2.4 in2 DL Defl 0.25 in Suggested Camber 0.38 in
Data Beam Span 17.0 ft Reaction 1 LL 901 # Reaction 2 LL 901 #
Beam Wt per ft 11.21 # Reaction 1 IL 1540# Reaction 2 TL 1540#
Bm Wt Included 191 # Maximum V 1540#
Max Moment 6546'# Max V(Reduced) 1404#
TL Max Defl L/240 TL Actual Defl L/336
LL Max Defl L/360 LL Actual Defl L/575
Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl
Actual 69.19 46.13 0.61 0.35
Critical 32.73 11.09 0.85 0.57
Status OK OK OK OK
Ratio 47% 24% 71% 63%
Fb(psi) Fv(psi) E(psi x mil) Fc (psi)
Values Base Values 2400 190 1.8 650
Base Adjusted 2400 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 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0
Loads Uniform LL:106 Uniform TL: 170 =A
Uniform Load A
A o
R1 = 1540 R2= 1540
SPAN= 17 FT
Uniform and partial uniform loads are lbs per lineal ft.
GOSSER BUILDING DESIGN
Bea Chek v2.4 licensed to:Dick Gosser Reg#815-19
ruecker 4
Date: 9/01/11
Selection 5-118x 13-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft
Conditions
Min Bearing Area R1=5.8 in2 R2=5.8 in2 DL Defl 0.33 in Suggested Camber 0.50 in
Data Beam Span 21.0 ft Reaction 1 LL 2237# Reaction 2 LL 2237#
Beam Wt per ft 16.81 # Reaction 1 TL 3747# Reaction 2 TL 3747#
Bm Wt Included 353# Maximum V 3747#
Max Moment 19669'# Max V(Reduced) 3345#
TL Max Defl L/240 TL Actual Defl L/306
LL Max Defl L/360 LL Actual Defl L/512
Attributes Section(in3) Shear(in2) TL Defl (in) LL Defl
Actual 155.67 69.19 0.82 0.49
Critical 99.51 26.41 1.05 0.70
Status OK OK OK OK
Ratio 64% 38% 78% 70%
Fb(psi) Fv(psi) E(psi x mil) Fc±(psi)
Values Base Values 2400 190 1.8 650
Base Adjusted 2372 190 1.8 650
Adjustments Cv Volume 0.988
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 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0
Loads Uniform LL:213 Uniform TL: 340 =A
Uniform Load A
0
R1 =3747 R2=3747
SPAN=21 FT
Uniform and partial uniform loads are lbs per lineal ft.
GOSSER BUILDING DESIGN
BeamChek v2.4 licensed to:Dick Gosser Reg#815-19
ruecker 411111 e
G Date: 9/07/11
Selection 5-1/8x 13-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft
Conditions
Min Bearing Area R1=7.3 in2 R2=7.3 in2 DL Defl 0.26 in Suggested Camber 0.39 in
Data Beam Span 16.0 ft Reaction 1 LL 2823# Reaction 2 LL 2823#
Beam Wt per ft 16.81 # Reaction 1 TL 4728# Reaction 2 TL 4728#
Bm Wt Included 269# Maximum V 4728#
Max Moment 26406'# Max V(Reduced) 4327#
TL Max Defl L/240 TL Actual Defl L/299
LL Max Defl L/360 LL Actual Defl L/501
Attributes Section(in3) Shear(in2) TL Defl (in) LL Defl
Actual 155.67 69.19 0.64 0.38
Critical 132.03 34.16 0.80 0.53
Status OK OK OK OK
Ratio 85% 49% 80% 72%
Fb(psi) Fv(psi) E(psi x mil) Fc L (psi)
Values Base Values 2400 190 1.8 650
Base Adjusted 2400 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 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0
Loads Uniform LL:213 Uniform TL: 340 =A
Point LL Point TL Distance
2237 B=3747 8.0
Uniform Load A
Pt loads
z .
R1 =472828
SPAN= 16 FT
Uniform and partial uniform loads are lbs per lineal ft.
1 I
GOSSER BUILDING DESIGN
BeamChek v2.4 licensed to:Dick Gosser Reg#815-19
ruecker 4 0 121
Date: 9/27/11
Selection 5-118x 16-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft
Conditions
Min Bearing Area R1=5.2 in2 R2=6.2 in2 DL Defl 0.46 in Suggested Camber 0.69 in
Data Beam Span 24.0 ft Reaction 1 LL 1906# Reaction 2 LL 2308#
Beam Wt per ft 20.55# Reaction 1 TL 3406# Reaction 2 TL 4025#
Bm Wt Included 493# Maximum V 4025#
Max Moment 36172'# Max V(Reduced) 3763#
TL Max Defl L/240 TL Actual Defl L/263
LL Max Defl L/360 LL Actual Defl L/454
Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl
Actual 232.55 84.56 1.10 0.63
Critical 189.22 29.71 1.20 0.80
Status OK OK OK OK
Ratio 81% 35% 91% 79%
Fb(psi) Fv(psi) E(psi x mil) Fci_(psi)
Values Base Values 2400 190 1.8 650
Base Adjusted 2294 190 1.8 650
Adjustments Cv Volume 0.956
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 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0
Loads
Point LL Point TL Distance Par Unif LL Par Unif TL Start End
2823 B=4728 11.0 107 H=170 11.0 24.0
H
Pt loads
R1 =3406 R2=4025
SPAN=24 FT
Uniform and partial uniform loads are lbs per lineal ft.
f �
GOSSER BUILDING DESIGN
BeamChek v2.4 licensed to:Dick Gasser Reg#815-19
11��
Date: 9/28/11
Selection 6x 10 DF-L#2 Lu=0.0 Ft
Conditions NDS'91
Min Bearing Area R1=4.2 in2 R2= 1.4 in2
Data Beam Span 8.0 ft
Beam Wt per ft 12.7# Reaction 1 TL 2605# Reaction 2 TL 902#
Bm Wt Included 102# Maximum V 2605#
Max Moment 5211 '# Max V(Reduced) 2595#
TL Max Defl L/240 TL Actual Defl L/818
Attributes Section(in') Shear(in2) TL Defl(in)
Actual 82.73 52.25 0.12
Critical 71.46 45.80 0.40
Status OK OK OK
Ratio 86% 88% 29%
Fb(psi) Fv(psi) E(psi x mil) Fc (psi)
Values Base Values 875 85 1.3 625
Base Adjusted 875 85 1.3 625
Adjustments CF Size Factor 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 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0
Loads
Point TL Distance
B=3406 2.0
Pt loads: El
R1 =2605 R2=902
SPAN=8 FT
Uniform and partial uniform loads are lbs per lineal ft.
M
GOSSER BUILDING DESIGN
�I BeamChek v2.4 licensed to:Dick Gosser Reg#815-19
i'r
Date: 9/27/11
Selection 4x 12 DF-L#2 Lu=0.0 Ft
Conditions NDS'91
Min Bearing Area R1=2.2 in2 R2=2.2 in2 DL Deft 0.08 in
Data Beam Span 13.0 ft Reaction 1 LL 813# Reaction 2 LL 813#
Beam Wt per ft 9.57# Reaction 1 TL 1362# Reaction 2 TL 1362#
Bm Wt Included 124# Maximum V 1362#
Max Moment 4427'# Max V(Reduced) 1166#
TL Max Defl L/240 TL Actual Defl L/771
LL Max Defl L/360 LL Actual Defl L/>1000
Attributes Section(in3) Shear(in2) TL Defl (in) LL Deft
Actual 73.83 39.38 0.20 0.12
Critical 55.20 18.41 0.65 0.43
Status OK OK OK OK
Ratio 75% 47% 31% 28%
Fb(psi) Fv(psi) E(psi x mil) Fc.i(psi)
Values Base Values 875 95 1.6 625
Base Adjusted 963 95 1.6 625
Adjustments CF Size Factor 1.100
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 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0
Loads Uniform LL: 125 Uniform TL:200 =A
Uniform Load A
A d
R1 = 1362 R2= 1362
SPAN= 13 FT
Uniform and partial uniform loads are lbs per lineal ft.
f �
GOSSER BUILDING DESIGN
BeamChek v2.4 licensed to:Dick Gosser Reg#815-19
It g
Date:9/28/11
Selection 3-1/8x 10-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft
Conditions
Min Bearing Area R1=6.2 in2 R2=2.1 in2
Data Beam Span 5.0 ft
Beam Wt per ft 7.97# Reaction 1 IL 4032# Reaction 2 TL 1357#
Bm Wt Included 40# Maximum V 4032#
Max Moment 5041 '# Max V(Reduced) 4025#
TL Max Defl L/240 TL Actual Defl L/>1000
Attributes Section(in3) Shear(in2) TL Defl(in)
Actual 57.42 32.81 0.04
Critical 25.20 31.78 0.25
Status OK OK OK
Ratio 44% 97% 17%
Fb(psi) Fv(psi) E(psi x mil) Fc (psi)
Values Base Values 2400 190 1.8 650
Base Adjusted 2400 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 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0
Loads
Point TL Distance
B=5350 1.25
Pt loads El
0
R1 =4032 R2= 1357
SPAN=5 FT
Uniform and partial uniform loads are lbs per lineal ft.
GOSSER BUILDING DESIGN
1) lf BeamChek v2.4 licensed to:Dick Gosser Reg#815-19
t Date:9/27/11
Selection 6x 12 DF-L#1 Lu=0.0 Ft
Conditions NDS'91
Min Bearing Area R1=4.3 in2 R2=4.3 in2 DL Defl 0.05 in
Data Beam Span 13.0 ft Reaction 1 LL 2080# Reaction 2 LL 2080#
Beam Wt per ft 15.37# Reaction 1 TL 2700# Reaction 2 TL 2700#
Bm Wt Included 200# Maximum V 2700#
Max Moment 8775'# Max V(Reduced) 2302#
TL Max Defl L/240 TL Actual Defl L/653
LL Max Defl L/360 LL Actual Defl L/847
Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl
Actual 121.23 63.25 0.24 0.18
Critical 78.00 40.62 0.65 0.43
Status OK OK OK OK
Ratio 64% 64% 37% 42%
Fb(psi) Fv(psi) E(psi x mil) Fc l (psi)
Values Base Values 1350 85 1.6 625
Base Adjusted 1350 85 1.6 625
Adjustments CF Size Factor 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 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0
Loads Uniform LL:320 Uniform TL:400 =A
Uniform Load A
L
R1 =2700 R2=2700
SPAN= 13 FT
Uniform and partial uniform loads are lbs per lineal ft.
, r
GOSSER BUILDING DESIGN
BeamChek v2.4 licensed to:Dick Gosser Reg#815-19
Date: 9/28/11
Selection (3)2x 12 DF-L#2 Lu=0.0 Ft
Conditions NDS'91
Min Bearing Area R1=1.8 in2 R2=2.6 in2
Data Beam Span 10.0 ft
Beam Wt per ft 12.3# Reaction 1 IL 1102# Reaction 2 TL 1622#
Bm Wt Included 123# Maximum V 1622#
Max Moment 6394'# Max V(Reduced) 1610#
TL Max Deft L/240 TL Actual Defl L/892
Attributes Section(in3) Shear(in2) TL Dell(in)
Actual 94.92 50.63 0.13
Critical 87.69 25.42 0.50
Status OK OK OK
Ratio 92% 50% 27%
Fb(psi) Fv(psi) E(psi x mil) Fc (psi)
Values Base Values 875 95 1.6 625
Base Adjusted 875 95 1.6 625
Adjustments CF Size Factor 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 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0
Loads
Point TL Distance
B=2600 6.0
Pt loads: El
R1 =1102 R2=1622
SPAN= 10 FT
Uniform and partial uniform loads are lbs per lineal ft.
•
GOSSER BUILDING DESIGN
BeamChek v2.4 licensed to:Dick Gosser Reg#815-19
Date: 9/28/11
Selection (3)2x 12 DF-L#2 Lu =0.0 Ft
Conditions No Splits, NDS'91
Min Bearing Area R1=6.1 in2 R2= 1.6 in2
Data Beam Span 5.0 ft
Beam Wt per ft 12.3# Reaction 1 TL 3831 # Reaction 2 TL 981 #
Bm Wt Included 62# Maximum V 3831 #
Max Moment 3838'# Max V(Reduced) 3819#
TL Max Defl L/240 TL Actual Deft L/>1000
Attributes Section(in3) Shear(in2) TL Defl(in)
Actual 94.92 50.63 0.02
Critical 52.64 30.15 0.25
Status OK OK OK
Ratio 55% 60% 8%
Fb(psi) Fv(psi) E(psi x mil) Fe (psi)
Values Base Values 875 95 1.6 625
Base Adjusted 875 190 1.6 625
Adjustments CF Size Factor 1.000
Cd Duration 1.00 1.00
Cr Repetitive 1.00
Ch Shear Stress 2.00 (No Splits)
Cm Wet Use 1.00 1.00 1.00 1.00
CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0
Loads
Point TL Distance
B=4750 1.0
Ptloads>
R1 =3831 R2=981
SPAN=5FT
Uniform and partial uniform loads are lbs per lineal ft.
• GASSER BUILDING DESIGN
BeamChek v24 licensed to:Dick Gosser Reg#815-19
Date: 9/28/11
Selection (2)2x 12 DF-L#2 Lu=0.0 Ft
Conditions NDS'91
Min Bearing Area R1=2.4 in2 R2=0.3 in2
Data Beam Span 17,0 ft
Beam Wt per ft 8.2# Reaction 1 TL 1519# Reaction 2 TL 160#
Bm Wt Included 139# Maximum V 1519#
Max Moment 1744'# Max V(Reduced) 1511 #
TL Max Defl L/240 TL Actual Defl L/>1000
Attributes Section(in3) Shear(in2) TL Defl(in)
Actual 63.28 33.75 0.16
Critical 23.92 23.86 0.85
Status OK OK OK
Ratio 38% 71% 19%
Fb(psi) Fv(psi) E(psi x mil) Fc (psi)
Values Base Values 875 95 1.6 625
Base Adjusted 875 95 1.6 625
Adjustments CF Size Factor 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 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0
Loads
Point TL Distance
B= 1540 1.0
Pt loads: 11
0 0
R1 = 1519 R2= 160
SPAN= 17 FT
Uniform and partial uniform loads are lbs per lineal ft.