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Plan Number H1494A from
Cad Northwest Custom Home Design
Contents
Page Title 1 Index 2 Front and Right Elevation 3 Rear and Left Elevation 4 Main Floor Plan 5 Upper Floor Plan 6 Foundation Plan 7 Cross Sections 8 Notes 9 Notes 10 Details 11 Beam Calculation 12 Beam Calculation 13 Beam Calculation
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BeamChek has automatically added the beam self-weight into the calculations.
R2= 1.0 in²
BeamChek 2.2
(psi)
'###ft
####
ADJ Fb = 1138BASE Fb = 875
l
Choice
544Max V (Reduced)
625
Ch Shear Stress
Loads
38%37%34%58% Ratio Status
413 #Reaction 2 LL6.17Beam Wt per ft
Conditions
Data0.07 inDL Defl
75Uniform LL:
OKOKOKOK
LL Defl
0.370.14
L / 952L / 360 LL Actual DeflLL Max DeflAttributes
105 = AUniform TL:
R1= 1.0 in²
625
L / 642L / 240
68 6111681
413 #61161111.0
Min Bearing Area
Fc
TL Actual DeflTL Max Defl
Beam Weight Maximum VMax Moment
Reaction 1 LLReaction 2Reaction 1
Values
1.001.001.300
Cm Wet Use
Cr RepetitiveCd DurationCF Size FactorAdjustments
1.61.6
9595
8751138
Base ValuesBase Adjusted
E (psi x mil)Fv (psi)Fb (psi)
0.210.55
25.388.59
30.6617.74
Beam Span
TL Defl (in)Shear (in²)Section (in³) Actual Critical
'91 NDS4x 8 DF-L #2
Date: 7/26/04Porch Beam
C04H1494A House plan
Uniform and partial uniform loads are lbs per lineal ft.
R2 = 611R1 = 611
Uniform Load A
SPAN = 11 FT
BeamChek has automatically added the beam self-weight into the calculations.
R2= 2.7 in²
BeamChek 2.2
(psi)
'###ft
####
ADJ Fb = 1050BASE Fb = 875
l
Choice
1408Max V (Reduced)
625
Ch Shear Stress
Loads
47%40%69%95% Ratio Status
1300 #Reaction 2 LL7.87Beam Wt per ft
Conditions
Data0.04 inDL Defl
260Uniform LL:
OKOKOKOK
LL Defl
0.330.16
L / 759L / 360 LL Actual DeflLL Max DeflAttributes
325 = AUniform TL:
R1= 2.7 in²
625
L / 593L / 240
79 16644161
1300 #1664166410.0
Min Bearing Area
Fc
TL Actual DeflTL Max Defl
Beam Weight Maximum VMax Moment
Reaction 1 LLReaction 2Reaction 1
Values
1.001.001.200
Cm Wet Use
Cr RepetitiveCd DurationCF Size FactorAdjustments
1.61.6
9595
8751050
Base ValuesBase Adjusted
E (psi x mil)Fv (psi)Fb (psi)
0.200.50
32.3822.23
49.9147.55
Beam Span
TL Defl (in)Shear (in²)Section (in³) Actual Critical
'91 NDS4x 10 DF-L #2
Date: 7/26/04Living/Dining Beam
C05H1494A House plan
Uniform and partial uniform loads are lbs per lineal ft.
R2 = 1664R1 = 1664
Uniform Load A
SPAN = 10 FT
BeamChek has automatically added the beam self-weight into the calculations.
R2= 4.9 in²
BeamChek 2.2
(psi)
'###ft
####
ADJ Fb = 2400BASE Fb = 2400
l
Choice
2759Max V (Reduced)
650
Ch Shear Stress
Loads
94%90%58%84% Ratio Status
2200 #Reaction 2 LL9.11Beam Wt per ft
Conditions
Data0.32 inSuggested Camber0.22 inDL Defl
275Uniform LL:
OKOKOKOK
LL Defl
0.530.50
L / 384L / 360 LL Actual DeflLL Max DeflAttributes
385 = AUniform TL:
R1= 4.9 in²
650
L / 268L / 240
146 315312612
2200 #3153315316.0
Min Bearing Area
Fc
TL Actual DeflTL Max Defl
Beam Weight Maximum VMax Moment
Reaction 1 LLReaction 2Reaction 1
Values
1.001.001.000
Cm Wet Use
Cr RepetitiveCd DurationCv VolumeAdjustments
1.81.8
190190
24002400
Base ValuesBase Adjusted
E (psi x mil)Fv (psi)Fb (psi)
0.720.80
37.5021.78
75.0063.06
Beam Span
TL Defl (in)Shear (in²)Section (in³) Actual Critical
3-1/8x 12 GLB 24F-V4 DF/DFDate: 7/26/04
Garage Door HeaderC07H1494A House plan
Uniform and partial uniform loads are lbs per lineal ft.
R2 = 3153R1 = 3153
Uniform Load A
SPAN = 16 FT
![Reaction rates for mesoscopic reaction-diffusion … rates for mesoscopic reaction-diffusion kinetics ... function reaction dynamics (GFRD) algorithm [10–12]. ... REACTION RATES](https://img.pdfslide.us/doc/110x75/5b33d2bc7f8b9ae1108d85b3/reaction-rates-for-mesoscopic-reaction-diffusion-rates-for-mesoscopic-reaction-diffusion.jpg)
