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Project: Hazel_Lot 11 Armand Beams N page
3,Keith A Kudrna
Location: Beam Nr. 01 -Garage Door Header �r #, Suntel Design
Roof Beam , 16865 Boones Ferry Rd of
[2015 International Residential Code(2015 NDS)] - '
"' -^- ,Lake Oswego,Oregon 97035
3.5 INx11.25INx16.5FT
#2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 10.0.1.5 7/26/2017 11:03:40 AM
Section Adequate By:61.4%
Controlling Factor: Moment
DEFLECTIONS Center LOADING DIAGRAM RECEIVED
Live Load 0.15 IN L/1315
Dead Load 0.15 in
Total Load 0.30 IN L/655 AUG 2 3 2017
Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: L/180
REACTIONS A B CITY OF TIGARO
Live Load 495 lb 495 lb BUILDING DIVISION
Dead Load 499 lb 499 lb
Total Load 994 lb 994 lb
Bearing Length 0.45 in 0.45 in
REAM DATA
Span Length 16.5 ft
Unbraced Length-Top 0 ft 16.5 ft
Unbraced Length-Bottom 0 ft
Roof Pitch 10 :12
Roof Duration Factor 1.15
ROOF LOADING
MATERIAL PROPERTIES Side One:
#2-Douglas-Fir-Larch(North) Roof Live Load: LL= 30 psf
Base Values Adjusted Roof Dead Load: DL= 20 psf
Bending Stress: Fb= 850 psi Fb'= 1075 psi Tributary Width: TW= 1 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= 20 psf
Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Tributary Width: TW= 1 ft
Comp.L to Grain: Fc--L= 625 psi Fc-1'= 625 psi
Wall Load: WALL= 0 plf
Controlling Moment: 4098 ft-lb
8.25 ft from left support SLOPE/PITCH ADJUSTED LENGTHS AND LOADS
Created by combining all dead and live loads. Adjusted Beam Length: Ladj= 16.5 ft
Controlling Shear: -894 lb Beam Self Weight: BSW= 8 plf
At a distance d from support. Beam Uniform Live Load: wL= 60 plf
Created by combining all dead and live loads. Beam Uniform Dead Load: wD_adj= 60 plf
Total Uniform Load: wT= 120 plf
Comparisons with required sections: Req'd Provided
Section Modulus: 45.74 in3 73.83 in3
Area(Shear): 6.48 in2 39.38 in2
Moment of Inertia(deflection): 114.1 in4 415.28 in4
Moment: 4098 ft-lb 6615 ft-lb
Shear: -894 lb 5434 lb
NOTES
Project: Hazel_Lot 11 Annand Beams , Lr_ page
Kei•
th A Kudrna /
Location: Beam Nr.02-Roof Beam at Entry flit Suntel Design
Roof Beam $ 16865 Boones Ferry Rd of
[2015 International Residential Code(2015 NDS)] : Lake Oswego,Oregon 97035
3.5 IN x 7.25 IN x 5.0 FT
#2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 10.0.1.5 7/26/2017 11:03:40 AM
Section Adequate By: 181.1%
Controlling Factor: Moment
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.02 IN L/3892
Dead Load 0.01 in
Total Load 0.03 IN L/2053
Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: L/180
REACTIONS A_
Live Load 488 lb 488 lb
Dead Load 437 lb 437 lb
Total Load 925 lb 925 lb
Bearing Length 0.42 in 0.42 in
BEAM DATA
Span Length 5 ft
Unbraced Length-Top 0 ft 5 ft
Unbraced Length-Bottom 0 ft
Roof Pitch 10 :12
Roof Duration Factor 1.15
ROOF LOADING
MATERIAL PROPERTIES Side One:
#2-Douglas-Fir-Larch(North) Roof Live Load: LL= 30 psf
Base Values Adjusted Roof Dead Load: DL= 20 psf
Bending Stress: Fb= 850 psi Fb'= 1271 psi Tributary Width: TW= 1.5 ft
Cd=1.15 CF=1.30 Side Two:
Shear Stress: Fv= 180 psi Fv'= 207 psi Roof Live Load: LL= 30 psf
Cd=1.15 Roof Dead Load: DL= 20 psf
Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Tributary Width: TW= 5 ft
Comp. L to Grain: Fc- = 625 psi Fc- = 625 psi
Wall Load: WALL= 0 plf
Controlling Moment: 1155 ft-lb SLOPE/PITCH ADJUSTED LENGTHS AND LOADS
2.5 ft from left support Adjusted Beam Length: Ladj= 5 ft
Created by combining all dead and live loads. Beam Self Weight: BSW= 5 plf
Controlling Shear: -702 lb Beam Uniform Live Load: wL= 195 plf
At a distanced from support. Beam Uniform Dead Load: wD_adj= 175 plf
Created by combining all dead and live loads. Total Uniform Load: wT= 370 plf
Comparisons with required sections: Read Provided
Section Modulus: 10.91 in3 30.66 in3
Area(Shear): 5.09 in2 25.38 in2
Moment of Inertia(deflection): 9.74 in4 111.15 in4
Moment: 1155 ft-lb 3247 ft-lb
Shear: -702 lb 3502 lb
NOTES
page
Project: Hazel_Lot 11 Armand Beams " ,1
Keith A Kudrna
Location: Beam Nr.03-Silder ar Great Room Header Suntel Design /
Roof Beam 16865 Boones Ferry Rd of
[2015 International Residential Code(2015 NDS)] Lake Oswego,Oregon 97035
5.5 IN x 11.25 IN x 6.5 FT
#1 -Douglas-Fir-Larch(North)-Dry Use StruCalc Version 10.0.1.5 7/26/2017 11:03:40 AM
Section Adequate By: 111.2%
Controlling Factor:Moment
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.03 IN U2759
Dead Load 0.02 in
Total Load 0.05 IN L/1565
Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: U180
REACTIONS A
Live Load 2389 lb 2389 lb
Dead Load 1823 lb 1823 lb
Total Load 4212 lb 4212 lb
Bearing Length 1.23 in 1.23 in
BEAM DATA
Span Length 6.5 ft •' u
Unbraced Length-Top 0 ft 6.5 ft
Unbraced Length-Bottom 0 ft
Roof Pitch 6 :12
Roof Duration Factor 1.15 ROOF LOADING
MATERIAL PROPERTIES Side One:
#1 -Douglas-Fir-Larch(North) Roof Live Load: LL= 30 psf
Base Values Adjusted Roof Dead Load: DL= 20 psf
Bending Stress: Fb= 1300 psi Fb'= 1495 psi Tributary Width: TW= 1.5 ft
Cd=1.15 CF=1.00 Side Two:
Shear Stress: Fv= 170 psi Fv'= 196 psi Roof Live Load: LL= 30 psf
Cd=1.15 Roof Dead Load: DL= 20 psf
Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Tributary Width: TW= 23 ft
Comp.-L to Grain: Fc- = 625 psi Fc-1'= 625 psi
Wall Load: WALL= 0 plf
Controlling Moment: 6844 ft Ib SLOPE/PITCH ADJUSTED LENGTHS AND LOADS
3.25 ft from left support Adjusted Beam Length: Ladj= 6.5 ft
Created by combining all dead and live loads. Beam Self Weight: BSW= 13 plf
Controlling Shear: 3033 lb Beam Uniform Live Load: wL= 735If
At a distance d from support. p
Created by combining all dead and live loads. Beam Uniform Dead Load: wD_adj= 561 plf
Total Uniform Load: wT= 1296 plf
Comparisons with required sections: Recp'd Provided
Section Modulus: 54.94 in3 116.02 in3
Area(Shear): 23.27 in2 61.88 in2
Moment of Inertia(deflection): 75.06 in4 652.59 in4
Moment: 6844 ft-lb 14454 ft-lb
Shear: 3033 lb 8064 lb
NOTES
page
Project: Hazel_Lot 11 Armand BeamsKeith A Kudrna /
Location: Beam Nr.04-Rear Deck Beam — Suntel Design
Uniformly Loaded Floor Beam 16865 Boones Ferry Rd of
[2015 International Residential Code(2015 NDS)] Lake Oswego, Oregon 97035
3.5 IN x 9.25 IN x 8.5 FT
#2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 10.0.1.5 7/26/2017 11:03:41 AM
Section Adequate By: 14.7%
Controlling Factor:Moment
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.11 IN L/930
Dead Load 0.02 in
Total Load 0.13 IN L/784
Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:L/240
REACTIONS A
Live Load 1466 lb 1466 lb
Dead Load 274 lb 274 lb
Total Load 1740 lb 1740 lb
Bearing Length 0.80 in 0.80 in
BEAM DATA Centerm�. .u� .u: .�u ,. ...... .. _ G,,...; ,
Span Length 8.5 ft
Unbraced Length-Top 0 ft 8.5 ft
Floor Duration Factor 1.00
Notch Depth 0.00
MATERIAL PROPERTIES FLOOR LOADING
#2-Douglas-Fir-Larch(North) Side 1 Side 2
Base Values Adjusted Floor Live Load FLL= 60 psf 0 psf
Bending Stress: Fb= 850 psi Fb'= 1020 psi Floor Dead Load FDL= 10 psf 0 psf
Cd=1.00 CF=1.20 Floor Tributary Width FTW= 5.8 ft 0 ft
Shear Stress: Fv= 180 psi Fv'= 180 psi
Cd=1.00 Wall Load WALL= 0 plf
Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi BEAM LOADING
Comp.-L to Grain: Fc- L= 625 psi Fc--- = 625 psi Beam Total Live Load: wL= 345 plf
Beam Total Dead Load: wD= 58 plf
Controlling Moment: 3697 ft-lb Beam Self Weight: BSW= 7 plf
4.25 ft from left support Total Maximum Load: wT= 409 plf
Created by combining all dead and live loads.
Controlling Shear: -1427 lb
At a distance d from support.
Created by combining all dead and live loads.
Comparisons with required sections: Rea'd Provided
Section Modulus: 43.5 in3 49.91 in3
Area(Shear): 11.89 in2 32.38 in2
Moment of Inertia(deflection): 89.37 in4 230.84 in4
Moment: 3697 ft-lb 4242 ft-lb
Shear: -1427 lb 3885 lb
NO E