REV1 BLD2021-1098+Calculations+3.7.2022_10.19.53_AM+2720801REVIEWED BY REVISION
CITY OF EDMONDS
Project: 210024 GravityCalc € Mar 07 2022
Location: B01 DECK CITY OF EDMONDS
Uniformly Loaded Floor Beam DEVELOPMENT SERVICES
DEPARTMENT
[2015 International Building Code(2015 NDS)]
5.5 IN x 12.0 IN x 15.0 FT
24F-V4 - Visually Graded Western Species - Dry Use
Section Adequate By: 15.9%
Controlling Factor: Deflection
DEFLECTIONS Center
Live Load 0.43 IN L/417
Dead Load 0.13 in
Total Load 0.56 IN L/322
Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240
REACTIONS A B
Live Load 4050 lb 4050 lb
Dead Load 1195 lb 1195 lb
Total Load 5245 lb 5245 lb
Bearing Length 1.47 in 1.47 in
BEAM DATA Center
Span Length 15 ft
Unbraced Length -Top 1.33 ft
Floor Duration Factor 1.00
Camber Adj. Factor 1.5
Camber Required 0.19
Notch Depth 0.00
MATERIAL PROPERTIES
24F-V4 - Visually Graded Western Species
Base Values
Adjusted
Bending Stress:
Fb =
2400 psi
Controlled by:
Fb_cmpr =
1850 psi
Fb' = 2397 psi
Cd=1.00 C/=1.00
Shear Stress:
Fv =
265 psi
Fv' = 265 psi
Cd=1.00
Modulus of Elasticity:
E =
1800 ksi
E' = 1800 ksi
Comp.1 to Grain:
Fc -1=
650 psi
Fc -1' = 650 psi
Controlling Moment: 19668 ft-lb
7.5 ft from left support
Created by combining all dead and live loads.
Controlling Shear: 4615 lb
At a distance d from support.
Created by combining all dead and live loads.
Comparisons with required sections:
Read
Provided
Section Modulus:
98.48 in3
132 in3
Area (Shear):
26.13 in2
66 in2
Moment of Inertia (deflection):
683.33 in4
792 in4
Moment:
19668 ft-lb
26363 ft-lb
Shear:
4615lb
11660 lb
NOTES
page
_ . ". '�
BLD2021-1098 /
St'ruuC`alc Version 10.0.1.6 3/7/2022 9:54:28 AM
FLOOR LOADING
Side 1
Side 2
Floor Live Load
FLL =
60 psf
40 psf
Floor Dead Load
FDL =
5 psf
10 psf
Floor Tributary Width
FTW =
7 ft
3 ft
Wall Load
WALL =
80
plf
BEAM LOADING
Beam Total Live Load:
wL =
540
plf
Beam Total Dead Load:
wD =
145
plf
Beam Self Weight:
BSW =
14
plf
Total Maximum Load:
wT =
699
plf