Plans (245) hew Deck
Project:Providence_Biggi Construction_Lot 8 Oak Woods ;'"U '.� vase
- Keith A Kudrna
Location:Beam Nr.03a-Rear Deck Beam Suntel Design
Uniformly Loaded Floor Beam 16865 Boones Ferry Rd
[2012 International Building Code(2012 NDS)] ,r y, Lake Oswego,Oregon 97035
5.5 IN x 11.25 IN x 13.5 FT
#1 -Douglas-Fir-Larch-Dry Use StruCalc Version 10.0.1.6 1/18/2018 11:25:31 AM
Section Adequate By:57.6%
Controlling Factor:Moment
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.21 IN L/755
Dead Load 0.05 in
Total Load 0.26 IN L/623
Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240
REACTIONS A4 ]
Live Load 2025 lb 2025 lb
Dead Load 428 lb 428 lb
Total Load 2453 lb 2453 lb
Bearing Length 0.71 in 0.71 in
SEAM DATA Center
Span Length 13.5 ftUnbraced Length-Top 0 ft 13.5 ft
Floor Duration Factor 1.00
Notch Depth 0.00
MATERIAL PROPERTIES FLOOR LOADING
#1 -Douglas-Fir-Larch Side 1 Side 2
ease Values Adjusted Floor Live Load FLL= 60 psf 0 psf
Bending Stress: Fb= 1350 psi Fb'= 1350 psi Floor Dead Load FDL= 10 psf 0 psf
Cd=1.00 CF=1.00 Floor Tributary Width FTW= 5 ft 0 ft
Shear Stress: Fv= 170 psi Fv'= 170 psi
Cd=1.00 Wall Load WALL= 0 plf
Modulus of Elasticity: E= 1600 ksi E= 1600 ksi
Comp.-I-to Grain: Fc- = 625 psi Fc--- = 625 psi BEAM LOADING
Beam Total Live Load: wL= 300 plf
Controlling Moment: 8279 ftIb Beam Total Dead Load: wD= 50 plf
6.75 ft from left support Beam Self Weight: BSW= 13 plf
Created by combining all dead and live loads. Total Maximum Load: wT= 363 plf
Controlling Shear: 2159 lb
At a distance d from support.
Created by combining all dead and live loads.
Comparisons with required sections: Req Provided
Section Modulus: 73.59 in3 116.02 in3
Area(Shear): 19.05 in2 61.88 in2
Moment of Inertia(deflection): 311.34 in4 652.59 in4
Moment: 8279 ft-lb 13052 ft-lb
Shear: 2159 lb 7013 lb
NOTES