HomeMy WebLinkAboutTRUSS SPECS - 18-00662 - 77 S 1st E - Residential Electrical ServiceBeamChek v2017 licensed to: South Fork Design Group Reg # 3039-67201
Home Remodel 77 S. 1st W. Rexburg Window Header
Date: 12/27/18
Selection 6x 10 DF -L #2 (3) 6 x6 06 Lu = 0.0 Ft
Conditions NDS 2015 101,
Min Bearing Area R1= 4.9 int R2= 4.9 int (1.5) DL Defl= 0.03 in
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adjustments
Loads
Beam Span
6.0 ft
Reaction 1 LL
2100 # Reaction 2 LL 2100 #
Beam Wt per ft
12.7 #
Reaction 1 TL
3038 # Reaction 2 TL 3038 #
Bm Wt Included
76 #
Maximum V
3038 #
Max Moment
4557'#
Max V (Reduced)
2236 #
TL Max Defl
L/240
TL Actual Defl
L/>1000
LL Max Defl
L / 360
LL Actual Defl
L/>1000
Section (in3)
Shear (int)
TL Defl (in)
LL Defl
82.73
52.25
0.07
0.04
62.50
19.73
0.30
0.20
OK
OK
OK
OK
76%
38%
22%
20%
Uniform LL: 700 Uniform TL: 1000 =A
®t 1.Ai
11 372
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Uniform Load A
R1 =3038 R2 =3038
SPAN = 6 FT
Uniform and partial uniform loads are lbs per lineal ft.
Fb (psi)
FV (psi)
E (psi x mil)
Fc! (psi)
Reference Values
875
170
1.3
625
Adjusted Values
875
170
1.3
625
CF Size Factor
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
Cl Stability
1.0000
Rb = 0.00
Le = 0.00 Ft
Uniform LL: 700 Uniform TL: 1000 =A
®t 1.Ai
11 372
���^�T4 Oro
Uniform Load A
R1 =3038 R2 =3038
SPAN = 6 FT
Uniform and partial uniform loads are lbs per lineal ft.