REVIEWED BLD-RESUB1 BLD2022-0639+Calculations+7.1.2022_3.12.30_PM+2967673BLD2022-0639 RES U 6
Jul 01 2022
BeamChek v2021 licensed to: Daniel C Smith PE Consulting Engineers Reg # 4009-67603 CITY OF EDMONDS
DEVELOPMENT SERVICES
9509 232nd St SW Flush Beam Calc DEPARTMENT
Date: 6/30/22 ...............................................
REVIEWED
Selection (2) 2x 10 DF North #2 Lu = 0.0 Ft BY
CITY OF EDMONDS
Conditions NDS 2018, Wet Use BUILD -
Min Bearing Area R1= 3.0 W R2= 3.0 in2 (2.0) DL DO= 0.02 in
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adiustments
Loads
Beam Span
7.0 It
Reaction 1 LL
1050 # Reaction 2 LL 1050 #
Beam Wt per ft
6.74 #
Reaction 1 TL
1249 # Reaction 2 TL 1249 #
Bm Wt Included
47 #
Maximum V
1249 #
Max Moment
2185'#
Max V (Reduced)
974 #
TL Max DO
L 1240
TLActual Deft
L t >1000
LL Max Deft
L 1360
LL Actual Deft
L / > 1000
Section (W)
Shear (in')
TL DO (in)
LL DO
42.78
27.75
0.08
0.06
28.04
8.36
0.35
0.23
OK
OK
OK
OK
66%
30%
22%
24%
Fb(psi)
Fv(psi)
E(psi x mil
Fc I(psi)
Reference Values
850
180
1.6
625
Adjusted Values
935
175
1.4
419
CF Size Factor
1.100
Cd Duration
1.00
1.00
Cr Repetitive
1.00
Ch Shear Stress
NIA
Cm Wet Use
1.00
0.97
0.90
0.67
Ci Stability
1.0000 Rb
= 0.00
Le = 0.00 Ft
Uniform LL: 300
Uniform TL: 350 = A
F- Uniform Load A
0 Z\
R1 = 1249 R2 = 1249
SPAN =7FT
Uniform and partial uniform loads are Ibs per lineal ft.
44613