Report (2) Project: Brittany Homes-Oak Street Adult Foster Care Keithpage
A Kudrna
Location: Beam Nr.02-Header at Hallway net to Great Room F Suntel Design
Roof Beam L 16865 Boones Ferry Rd of
•
[2012 International Building Code(2012 NDS)] - ! Lake Oswego,Oregon 97035
3.5 IN x 9.0 IN x 6.5 FT
24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 9.0.2.5 2/3/2016 12:15:12 PM
Section Adequate By:57.0%
Controlling Factor:Shear
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.09 IN U901
Dead Load 0.05 in
Total Load 0.13 IN 0593
Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: 11180
REACTIONS A D
Live Load 2681 lb 2681 lb
Dead Load 1395 lb 1395 lb
Total Load 4076 lb 4076 lb
Bearing Length 1.79 in 1.79 in
w
DEAM DATA
Span Length 6.5 ft
Unbraced Length-Top 0 ft
Unbraced Length-Bottom 0 ft
Roof Pitch 0 :12
Roof Duration Factor 1.15 ROOF LOADING
MATERIAL PROPERTIES Side One:
24F-V4-Visually Graded Western Species Roof Live Load: LL= 30 psf
Base Values Adjusted Roof Dead Load: DL= 15 psf
Bending Stress: Fb= 2400 psi Controlled by: Tributary Width: TW= 18 ft
Fb cmpr= 1850 psi Fb'= 2760 psi Side Two:
Cd=1.15 Roof Live Load: LL= 30 psf
Shear Stress: Fv= 265 psi Fv'= 305 psi Roof Dead Load: DL= 15 psf
Cd=1.15 Tributary Width: TW= 9.5 ft
Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi
Comp.1 to Grain: Fc- = 650 psi Fc-1'= 650 psi Wall Load: WALL= 10
plf
Controlling Moment: 6624 ft-lb 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= 7 plf
Controlling Shear: 4077 lb Beam Uniform Live Load: wL= 825 plf
At support. Beam Uniform Dead Load: wD_adj= 429 plf
Created by combining all dead and live loads. Total Uniform Load: wT= 1254 plf
Comparisons with required sections: Req'd provided
Section Modulus: 28.8 in3 47.25 in3
Area(Shear): 20.07 in2 31.5 in2
Moment of Inertia(deflection): 64.58 in4 212.63 in4
Moment: 6624 ft-lb 10868 ft-lb
Shear: 4077 lb 6400 lb
NOTES
Project: Brittany Homes-Oak Street Adult Foster Carel ►/ 41
page
w Keith A Kudrna
Location: Beam Nr.03-Dining Room Header to Rear Patio Suntel Design /
Roof Beam " 16865 Boones Ferry Rd of
[2012 International Building Code(2012 NDS)] y :Lake Oswego,Oregon 97035
5.5 IN x 12.0 IN x 12.5 FT
24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 9.0.2.5 2/3/2016 12:15:13 PM
Section Adequate By:26.4%
Controlling Factor: Moment
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.31 IN U481
Dead Load 0.16 in
Total Load 0.47 IN U317
Live Load Deflection Criteria:U240 Total Load Deflection Criteria: U180
REACTIONS A )�
Live Load 5063 lb 5063 lb
Dead Load 2621 lb 2621 lb
Total Load 7684 lb 7684 lb
Bearing Length 2.15 in 2.15 in
BEAM DATA
Span Length 12.5 ft
Unbraced Length-Top 0 ft
Unbraced Length-Bottom 0 ft
Roof Pitch 0 :12
Roof Duration Factor 1.15 ROOF LOADING
MATERIAL PROPERTIES Side One:
24F-V4-Visually Graded Western Species Roof Live Load: LL= 30 psf
Base Values Adjusted Roof Dead Load: DL= 15 psf
Bending Stress: Fb= 2400 psi Controlled by: Tributary Width: TW= 17.8 ft
Fb_cmpr= 1850 psi Fb'= 2760 psi Side Two:
Cd=1.15 Roof Live Load: LL= 30 psf
Shear Stress: Fv= 265 psi Fv'= 305 psi Roof Dead Load: DL= 15 psf
Cd=1.15 Tributary Width: TW= 9.3 ft
Modulus of Elasticity: E= 1800 ksi E= 1800 ksi
Comp.1 to Grain: Fc-1= 650 psi Fc- = 650 psi Wall Load: WALL= 0
plf
Controlling Moment: 24010 ft Ib SLOPE/PITCH ADJUSTED LENGTHS AND LOADS
6.25 ft from left support Adjusted Beam Length: Ladj= 12.5 ft
Created by combining all dead and live loads. Beam Self Weight: BSW= 14 plf
Controlling Shear: -7683 lb Beam Uniform Live Load: wL= 810 plf
At support. Beam Uniform Dead Load: wD_adj= 419 plf
Created by combining all dead and live loads. Total Uniform Load: wT= 1229 plf
Comparisons with required sections: Read Provided
Section Modulus: 104.39 in3 132 in3
Area(Shear): 37.82 in2 66 in2
Moment of Inertia(deflection): 450.11 in4 792 in4
Moment: 24010 ft-lb 30360 ft-lb
Shear: -7683 lb 13409 lb
NOTES
Project: Brittany Homes-Oak Street Adult Foster Care NV,/ page
• Keith A Kudrna
Location: Beam Nr.04-Rear Patio Roof Beam i Suntel Design /
Roof Beam L " 16865 Boones Ferry Rd of
[2012 International Building Code(2012 NDS)] -*'!' Lake Oswego,Oregon 97035
5.5 IN x 11.5 IN x 9.0 FT
#1 -Douglas-Fir-Larch(North)-Dry Use StruCalc Version 9.0.2.5 2/3/2016 12:15:13 PM
Section Adequate By: 193.4%
Controlling Factor:Moment
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.04 IN 112473
Dead Load 0.02 in
Total Load 0.07 IN 111605
Live Load Deflection Criteria: 11240 Total Load Deflection Criteria: U180
REACTIONS A B
Live Load 1485 lb 1485 lb
Dead Load 803 lb 803 lb
Total Load 2288 lb 2288 lb
Bearing Length 0.67 in 0.67 in
BEAM DATA
Span Length 9 ft
Unbraced Length-Top 0 ft 9ft
Unbraced Length-Bottom 0 ft
Roof Pitch 0 :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= 15 psf
Bending Stress: Fb= 1300 psi Fb'= 1495 psi Tributary Width: TW= 9.5 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= 15 psf
Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Tributary Width: TW= 1.5 ft
Comp.1 to Grain: Fc- = 625 psi Fc-1'= 625 psi
Wall Load: WALL= 0
Controlling Moment: 5148 ft-lb plf
4.5 ft from left support SLOPE/PITCH ADJUSTED LENGTHS AND LOADS
Created by combining all dead and live loads. Adjusted Beam Length: Ladj= 9 ft
Controlling Shear: 2288 lb Beam Self Weight: BSW= 13 plf
At support. Beam Uniform Live Load: wL= 330 plf
Created by combining all dead and live loads. Beam Uniform Dead Load: wD_adj= 178 plf
Total Uniform Load: wT= 508 plf
Comparisons with required sections: Req'd provided
Section Modulus: 41.32 in3 121.23 in3
Area(Shear): 17.55 in2 63.25 in2
Moment of Inertia(deflection): 78.17 in4 697.07 in4
Moment: 5148 ft-lb 15103 ft-lb
Shear: 2288 lb 8244 lb
NOTES
Project:Brittany Homes-Oak Street Adult Foster Care "'Keith A Kudrna page
Location:Beam Nr.05-Rear Patio Roof Beam Fr. • Suntel Design•
/
Roof Beam "� 16865 Boones Ferry Rd of
[2012 International Building Code(2012 NDS)] Lake Oswego,Oregon 97035
5.5 INx11.5INx11.5FT _ g , g
#1 -Douglas-Fir-Larch(North)-Dry Use StruCalc Version 9.0.2.5 2/3/2016 12:15:14 PM
Section Adequate By:79.7%
Controlling Factor:Moment
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.12 IN 01185
Dead Load 0.06 in
Total Load 0.18 IN U769
Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180
REACTIONS A ]�
Live Load 1898 lb 1898 lb
Dead Load 1026 lb 1026 lb
Total Load 2924 lb 2924 lb
Bearing Length 0.85 in 0.85 in
DEAM DATA
Span Length 11.5 ft
Unbraced Length-Top 0 ft 11.5 ft
Unbraced Length-Bottom 0 ft
Roof Pitch 0 :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= 15 psf
Bending Stress: Fb= 1300 psi Fb'= 1495 psi Tributary Width: TW= 9.5 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= 15 psf
Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Tributary Width: TW= 1.5 ft
Comp.1 to Grain: Fc-1= 625 psi Fc-1'= 625 psi
Wall Load: WALL= 0
Controlling Moment: 8405 ft-lb plf
5.75 ft from left support SLOPE/PITCH ADJUSTED LENGTHS AND LOADS
Created by combining all dead and live loads. Adjusted Beam Length: Ladj= 11.5 ft
Controlling Shear: -2924 lb Beam Self Weight: BSW= 13 plf
At support. Beam Uniform Live Load: wL= 330 plf
Created by combining all dead and live loads. Beam Uniform Dead Load: wD_adj= 178 plf
Comparisons with required sections: Read Provided
Total Uniform Load: wT= 508 plf
Section Modulus: 67.47 in3 121.23 in3
Area(Shear): 22.43 in2 63.25 in2
Moment of Inertia(deflection): 163.09 in4 697.07 in4
Moment: 8405 ft-lb 15103 ft-lb
Shear: -2924 lb 8244 lb
NOTES
Project: Brittany Homes-Oak Street Adult Foster Care page
Keith A Kudrna
Location: Beam Nr.06-Front Porch Roof Beam Suntel Design /
Multi-Loaded Multi-Span Beam 16865 Boones Ferry Rd of
[2012 International Building Code(2012 NDS)] Lake Oswego,Oregon 97035
5.5 IN x 11.5 IN x 10.0 FT
#1 -Douglas-Fir-Larch(North)-Dry Use StruCalc Version 9.0.2.5 2/3/2016 12:15:14 PM
Section Adequate By:85.5%
Controlling Factor:Moment
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.07 IN 01827
Dead Load 0.05 in
Total Load 0.11 IN U1070
Live Load Deflection Criteria:L/360 Total Load Deflection Criteria: L/240
REACTIONS A 1�
Live Load 1342 lb 1783 lb
Dead Load 961 lb 1254 lb
Total Load 2303 lb 3037 lb TRf TR2
Bearing Length 0.67 in 0.88 in
w
BEAM DATA Center
Span Length 10 ft
Unbraced Length-Top 0 ft to n
Unbraced Length-Bottom 10 ft
Live Load Duration Factor 1.00
Notch Depth 0.00
UNIFORM LOADS Center
MATERIAL PROPERTIES Uniform Live Load 45 plf
#1 -Douglas-Fir-Larch(North) Uniform Dead Load 30 plf
Base Values Adjusted Beam Self Weight 13 plf
Bending Stress: Fb= 1300 psi Fb'= 1300 psi Total Uniform Load 88 plf
Cd=1.00 CF=1.00 TRAPEZOIDAL LOADS-CENTER SPAN
Shear Stress: Fv= 170 psi Fv'= 170 psi Load Number One Two
Cd=1.00 Left Live Load 150 plf 338 plf
Modulus of Elasticity: E= 1600 ksi E= 1600 ksi Left Dead Load 100 plf 225 plf
Comp.1 to Grain: Fc-1= 625 psi Fc-1'= 625 psi Right Live Load 150 plf 338 plf
Controlling Moment: 7079 ft-lb Right Dead Load 100 plf 225 plf
Load Start 0 ft 3.75 ft
5.3 Ft from left support of span 2(Center Span) Load End 3.75 ft 10 ft
Created by combining all dead loads and live loads on span(s)2 Load Length 3.75 ft 6.25 ft
Controlling Shear: -3037 lb
At right support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Comparisons with required sections: Read Provided
Section Modulus: 65.34 in3 121.23 in3
Area(Shear): 26.8 in2 63.25 in2
Moment of Inertia(deflection): 156.33 in4 697.07 in4
Moment: 7079 ft-lb 13133 ft-lb
Shear: -3037 lb 7168 lb
NOTES
•
••
Project: Brittany Homes-Oak Street Adult Foster Care lk VW,
Page
Keith A Kudrna
Location: Beam Nr.07-Garage Door Header , Suntel Design
Roof Beam th; " 16865 Boones Ferry Rd of
[2012 International Building Code(2012 NDS)] ...- - '.Lake Oswego,Oregon 97035
3.5 IN x 11.25 IN x 16.5 FT
#2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 9.0.2.5 2/3/2016 12:15:14 PM
Section Adequate By:97.6%
Controlling Factor:Moment
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.15 IN U1315
Dead Load 0.10 in
Total Load 0.25 IN U802
Live Load Deflection Criteria:U240 Total Load Deflection Criteria: L/180
REACTIONS A
Live Load 495 lb 495 lb
Dead Load 317 lb 317 lb
Total Load 812 lb 812 lb
Bearing Length 0.37 in 0.37 in
BEAM DATA
Span Length 16.5 ft
Unbraced Length-Top 0 ft 16.5 ft
Unbraced Length-Bottom 0 ft
Roof Pitch 0 :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= 15 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= 15 psf
Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Tributary Width: TW= 1 ft
Comp. L to Grain: Fc--L= 625 psi Fc--- = 625 psi
Wall Load: WALL= 0
Controlling Moment: 3347 ft-lb plf
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: 812 lb Beam Self Weight: BSW= 8 plf
At support. Beam Uniform Live Load: wL= 60 plf
Created by combining all dead and live loads. Beam Uniform Dead Load: wD_adj= 38 plf
Comparisons with required sections: Read provided
Total Uniform Load: wT= 98 plf
Section Modulus: 37.36 in3 73.83 in3
Area(Shear): 5.88 in2 39.38 in2
Moment of Inertia(deflection): 93.19 in4 415.28 in4
Moment: 3347 ft-lb 6615 ft-lb
Shear: 812 lb 5434 lb
NOTES
Qroject Brittany Homes-Oak Street Adult Foster Care \NW page
Keith A Kudrna
Location: Beam Nr.08-Storage Room Header Suntel Design /
Multi-Loaded Multi-Span Beam `_ • 16865 Boones Ferry Rd of
[2012 International Building Code(2012 NDS)] ---- "" Lake Oswego, Oregon 97035
3.5 IN x 11.25 IN x 4.5 FT
#2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 9.0.2.5 2/3/2016 12:15:15 PM
Section Adequate By:283.8%
Controlling Factor:Shear
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.00 IN UMAX
Dead Load 0.00 in
Total Load 0.01 IN U8560
Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240
1
REACTIONS A a
Live Load 798 lb 399 lb
Dead Load 433 lb 236 lb ;t
Total Load 1231 lb 635 lb TR1
Bearing Length 0.56 in 0.29 in
w
BEAM DATA Center
Span Length 4.5 ft
Unbraced Length-Top 0 ft
Unbraced Length-Bottom 4.5 ft
Live Load Duration Factor 1.00
Notch Depth 0.00 UNIFORM LOADS Center
MATERIAL PROPERTIES Uniform Live Load 45 plf
#2-Douglas-Fir-Larch(North) Uniform Dead Load 30 plf
Base Values Adjusted Beam Self Weight 8 plf
Bending Stress: Fb= 850 psi Fb'= 935 psi Total Uniform Load 83 plf
Cd=1.00 CF=1.10
Shear Stress: Fv= 180 psi Fv'= 180 psi POINT LOADS-CENTER SPAN
Load Number One
Cd=1.00 Live Load 700 Ib
Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Dead Load 300 lb
Comp.1 to Grain: Fc-1= 625 psi Fc--- = 625 psi Location 1.33 ft
Controlling Moment: 1338 ft-lb TRAPEZOIDAL LOADS-CENTER SPAN
1.35 Ft from left support of span 2(Center Span) Load Number ung Two
Created by combining all dead loads and live loads on span(s)2 Left Live Load 150 plf 30 plf
Controlling Shear: 1231 lb Left Dead Load 100 plf 20 plf
At left support of span 2(Center Span) Right Live Load 150 plf 30 plf
Created by combining all dead loads and live loads on span(s)2 Right Dead Load 100 plf 20 plf
Load Start 0 ft 1.33 ft
Comparisons with required sections: Read Provided Load End 1.33 ft 4.5 ft
Section Modulus: 17.18 in3 73.83 in3 Load Length 1.33 ft 3.17 ft
Area(Shear): 10.26 in2 39.38 in2
Moment of Inertia(deflection): 11.64 in4 415.28 in4
Moment: 1338 ft-lb 5752 ft-lb
Shear: 1231 lb 4725 lb
NOTES
eroject Brittany Homes-Oak Street Adult Foster Care Ilk VW,
page
Keith A Kudrna
Location:Beam Nr.09-Patio Roof Beam at Rear Living Area ,r'. Suntel Design /
Roof Beam "" 16865 Boones Ferry Rd of
[2012 International Building Code(2012 NDS)] ' - Lake Oswego,Oregon 97035
3.5 IN x 7.25 IN x 6.0 FT
#2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 9.0.2.5 2/3/2016 12:15:15 PM
Section Adequate By:51.0%
Controlling Factor:Moment
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.05 IN U1394
Dead Load 0.03 in
Total Load 0.08 IN L/919
Live Load Deflection Criteria: 11240 Total Load Deflection Criteria: U180
REACTIONS 9
Live Load 945 lb 945 lb
Dead Load 489 lb 489 lb
Total Load 1434 lb 1434 lb
Bearing Length 0.66 in 0.66 in
BEAM DATA
Span Length 6 ft
Unbraced Length-Top 0 ft Eft
Unbraced Length-Bottom 0 ft
Roof Pitch 0 :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= 15 psf
Bending Stress: Fb= 850 psi Fb'= 1271 psi Tributary Width: TW= 9 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= 15 psf
Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Tributary Width: TW= 1.5 ft
Comp.±to Grain: Fc- L= 625 psi Fc- = 625 psi
Wall Load: WALL= 0
Controlling Moment: 2151 ft-lb plf
3.0 ft from left support SLOPE/PITCH ADJUSTED LENGTHS AND LOADS
Created by combining all dead and live loads. Adjusted Beam Length: Ladj= 6 ft
Controlling Shear: -1434 lb Beam Self Weight: BSW= 5 plf
At support. Beam Uniform Live Load: wL= 315 plf
Created by combining all dead and live loads. Beam Uniform Dead Load: wD_adj= 163 plf
Comparisons with required sections: Read Provided Total Uniform Load: wT= 478 plf
Section Modulus: 20.31 in3 30.66 in3
Area(Shear): 10.39 in2 25.38 in2
Moment of Inertia(deflection): 21.77 in4 111.15 in4
Moment: 2151 ft-lb 3247 ft-lb
Shear: -1434 lb 3502 lb
NOTES