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Project:Providence_Biggi Construction_Lot 8 Oak Woods h "WWI a page
Location:Beam Nr.03-Rear Deck Beam • Keith A Kudrna
Uniformly Loaded Floor Beam Suntel Design /
[2012 International Building Code(2012 NDS)] 16865 Boones Ferry Rd
5.5 IN x 11.25 IN x 9.5 FT .r r Lake Oswego,Oregon 97035
•#1 -Douglas-Fir-Larch-Dry Use StruCalc Version 10.0.1.6 1/18/2018 11:25:31 AM
Section Adequate By:218.4%
Controlling Factor:Moment
. DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.05 IN U2165
Dead Load 0.01 in
Total Load 0.06 IN U1788
' Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240
REACTIONS A B
Live Load 1425 lb 1425 lb
Dead Load 301 lb 301 lb
Total Load 1726 lb 1726 lb
Bearing Length 0.50 in 0.50 in
BEAM DATA Center
Span Length 9.5 ft
Unbraced Length-Top O ft 9.5 a
Floor Duration Factor 1.00
Notch Depth 0.00
MATERIAL PROPERTIES FLOOR LOADING
#1 -Douglas-Fir-Larch Side 1 Side 2
Base 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 SEAM LOADING
Beam Total Live Load: wL= 300 plf
Controlling Moment: 4100 ft Ib Beam Total Dead Load: wD= 50 plf
4.75 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: 1415 lb
At a distance d from support.
Created by combining all dead and live loads.
Comparisons with required sections: Req'd Provided
Section Modulus: 36.44 in3 116.02 in3
Area(Shear): 12.49 in2 61.88 in2
Moment of Inertia(deflection): 108.49 in4 652.59 in4
Moment: 4100 ft-lb 13052 ft-lb
Shear: 1415 lb 7013 lb
NOTES
Project:Providence_Biggi Construction_Lot 8 Oak Woods _8A_1P/ Keith A Kudrna page
Location:Beam Nr.03a-Rear Deck Beam Suntel Design
Uniformly Loaded Floor Beam14611*„.. 16865 Boones Ferry Rd or
[2012 International Building Code(2012 NDS)] " ' ; 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 U623
' Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:U240
REACTIONS A B
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
BEAM DATA Center
Span Length 13.5 ft
Unbraced 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
Base 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- L= 625 psi Fc-1'= 625 psi BEAM LOADING
Beam Total Live Load: wL= 300 plf
Controlling Moment: 8279 ft-lb 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'd 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
Project:Providence_Biggi Construction_Lot 8 Oak Woods h
volfPf a page
Keith A Kudma
Location:Beam Nr.02-Roof Beam at Porch Near Entry Suntel Design
Roof Beam � 16865 Boones Ferry Rd of
[2012 International Building Code(2012 NDS)] �, Lake Oswego,Oregon 97035
3.5 IN x 11.25 IN x 8.5 FT
4 #2-Douglas-Fir-Larch-Dry Use StruCalc Version 10.0.1.6 1/18/2018 11:25:31 AM
Section Adequate By:44.4%
Controlling Factor:Moment
• PEFLECTIONS Center LOADING DIAGRAM
• Live Load 0.06 IN U1637
Dead Load 0.03 in
Total Load 0.09 IN U1074
' Live Load Deflection Criteria:U240 Total Load Deflection Criteria:U180
REACTIONS A fl
Live Load 1498 lb 1498 lb
Dead Load 785 lb 785 lb
Total Load 2283 lb 2283 lb
Bearing Length 1.04 in 1.04 in
BEAM DATA
Span Length 8.5 ft
Unbraced Length-Top 0 ft 8.5 s
Unbraced Length-Bottom 0 ft
Roof Pitch 0 :12
Roof Duration Factor 1.15
ROOF LOADING
MATERIAL PROPERTIES Side One:
#2-Douglas-Fir-Larch Roof Live Load: LL= 30 psf
Base Values Adjusted Roof Dead Load: DL= 15 psf
Bending Stress: Fb= 900 psi Fb'= 1139 psi Tributary Width: TW= 1.5 ft
Cd=1.15 CF=1.10 Side Two:
Shear Stress: Fv= 180 psi Fv'= 207 psi Roof Live Load: LL= 30 psf
Cd=1.15 Roof Dead Load: DL= 15 psf
Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Tributary Width: 1W= 10.3 ft
Comp.-I-to Grain: Fc-1= 625 psi Fc- = 625 psi
Wall Load: WALL= 0 plf
Controlling Moment: 4852 ft-lb
SLOPE/PITCH ADJUSTED LENGTHS AND LOADS
4.25 ft from left support Adjusted Beam Length: Ladj= 8.5 ft
Created by combining all dead and live loads. Beam Self Weight: BSW= 9 plf
Controlling Shear: -1781 lb Beam Uniform Live Load: wL= 353 plf
At a distance d from support. Beam Uniform Dead Load: wD_adj= 185 plf
Created by combining all dead and live loads. Total Uniform Load: wT= 537 plf
Comparisons with required sections: Req'd Provided
Section Modulus: 51.14 in3 73.83 in3
Area(Shear): 12.91 in2 39.38 in2
Moment of Inertia(deflection): 69.59 in4 415.28 in4
Moment: 4852 ft-lb 7004 ft-lb
Shear: -1781 lb 5434 lb
NOTES